1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0333 *********************************************************************** EH0333 DESIGNATION - 61 V 233 EH0333 PID - EH0333 EH0333 STATE/COUNTY- MS/COAHOMA EH0333 USGS QUAD - JONESTOWN (1969) EH0333 EH0333 *CURRENT SURVEY CONTROL EH0333 ___________________________________________________________________ EH0333* NAD 83(1986)- 34 20 22. (N) 090 29 34. (W) SCALED EH0333* NAVD 88 - 52.521 (meters) 172.31 (feet) ADJUSTED EH0333 ___________________________________________________________________ EH0333 GEOID HEIGHT- -26.67 (meters) GEOID99 EH0333 DYNAMIC HT - 52.470 (meters) 172.15 (feet) COMP EH0333 MODELED GRAV- 979,665.2 (mgal) NAVD 88 EH0333 EH0333 VERT ORDER - SECOND CLASS II EH0333 EH0333.The horizontal coordinates were scaled from a topographic map and have EH0333.an estimated accuracy of +/- 6 seconds. EH0333 EH0333.The orthometric height was determined by differential leveling EH0333.and adjusted by the National Geodetic Survey in June 1991. EH0333 EH0333.The geoid height was determined by GEOID99. EH0333 EH0333.The dynamic height is computed by dividing the NAVD 88 EH0333.geopotential number by the normal gravity value computed on the EH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0333.degrees latitude (g = 980.6199 gals.). EH0333 EH0333.The modeled gravity was interpolated from observed gravity values. EH0333 EH0333; North East Units Estimated Accuracy EH0333;SPC MS W - 536,610. 685,330. MT (+/- 180 meters Scaled) EH0333 EH0333 SUPERSEDED SURVEY CONTROL EH0333 EH0333 NGVD 29 - 52.571 (m) 172.48 (f) ADJUSTED 2 2 EH0333 EH0333.Superseded values are not recommended for survey control. EH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0333.See file dsdata.txt to determine how the superseded data were derived. EH0333 EH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU306026(NAD 83) EH0333_MARKER: DD = SURVEY DISK EH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0333_STAMPING: BM 61V 233 1974 EH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0333+STABILITY: SURFACE MOTION EH0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0333+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 EH0333 EH0333 HISTORY - Date Condition Report By EH0333 HISTORY - 1974 MONUMENTED MSHD EH0333 HISTORY - 1981 GOOD LOCSUR EH0333 HISTORY - 20030722 GOOD USACE EH0333 EH0333 STATION DESCRIPTION EH0333 EH0333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0333'8 MI S FROM LULA. EH0333'THE MARK IS LOCATED ABOUT 8 MILES SOUTH OF THE CENTER OF LULA NEAR THE EH0333'SOUTHWEST CORNER OF A CYCLONE FENCE AROUND A POWER SUB-STATION, 8.7 EH0333'MILES NORTH OF LYON IN THE SOUTHEAST 1/4 OF SECTION 34, T 29N, R 3W. EH0333'IT IS 200 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 100 FEET NORTH EH0333'OF THE CENTER OF THE ENTRANCE TO THE POWER SUB-STATION, 64 FEET EH0333'SOUTHEAST OF THE SOUTHEAST LEG OF A STEEL POWER LINE TOWER, 2 FEET EH0333'SOUTH OF THE SOUTHWEST CORNER OF THE CYCLONE FENCE, 3 FEET SOUTH OF A EH0333'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 EH0333'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO EH0333'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 EH0333'MILES SOUTHEAST OF LULA GO SOUTH ON US. HIGHWAY 61 FOR 4.6 MILES TO A EH0333'CROSSROAD. CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.55 MILES TO THE EH0333'POWER SUB-STATION AND THE MARK ON THE LEFT. THE MARK ALSO CAN BE EH0333'REACHED FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT EH0333'THE EAST EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61 FOR 9.3 MILES EH0333'TO THE POWER SUB-STATION AND THE MARK ON THE RIGHT. EH0333 EH0333 STATION RECOVERY (1981) EH0333 EH0333'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 EH0333'RECOVERED IN GOOD CONDITION. EH0333 EH0333 STATION RECOVERY (2003) EH0333 EH0333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0333'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0334 *********************************************************************** EH0334 DESIGNATION - 61 V 234 EH0334 PID - EH0334 EH0334 STATE/COUNTY- MS/COAHOMA EH0334 USGS QUAD - JONESTOWN (1969) EH0334 EH0334 *CURRENT SURVEY CONTROL EH0334 ___________________________________________________________________ EH0334* NAD 83(1986)- 34 20 52. (N) 090 29 23. (W) SCALED EH0334* NAVD 88 - 53.441 (meters) 175.33 (feet) ADJUSTED EH0334 ___________________________________________________________________ EH0334 GEOID HEIGHT- -26.68 (meters) GEOID99 EH0334 DYNAMIC HT - 53.390 (meters) 175.16 (feet) COMP EH0334 MODELED GRAV- 979,665.6 (mgal) NAVD 88 EH0334 EH0334 VERT ORDER - SECOND CLASS II EH0334 EH0334.The horizontal coordinates were scaled from a topographic map and have EH0334.an estimated accuracy of +/- 6 seconds. EH0334 EH0334.The orthometric height was determined by differential leveling EH0334.and adjusted by the National Geodetic Survey in June 1991. EH0334 EH0334.The geoid height was determined by GEOID99. EH0334 EH0334.The dynamic height is computed by dividing the NAVD 88 EH0334.geopotential number by the normal gravity value computed on the EH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0334.degrees latitude (g = 980.6199 gals.). EH0334 EH0334.The modeled gravity was interpolated from observed gravity values. EH0334 EH0334; North East Units Estimated Accuracy EH0334;SPC MS W - 537,530. 685,610. MT (+/- 180 meters Scaled) EH0334 EH0334 SUPERSEDED SURVEY CONTROL EH0334 EH0334 NGVD 29 - 53.491 (m) 175.50 (f) ADJUSTED 2 2 EH0334 EH0334.Superseded values are not recommended for survey control. EH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0334.See file dsdata.txt to determine how the superseded data were derived. EH0334 EH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU308035(NAD 83) EH0334_MARKER: DD = SURVEY DISK EH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0334_STAMPING: BM 61V 234 1974 EH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0334+STABILITY: SURFACE MOTION EH0334 EH0334 HISTORY - Date Condition Report By EH0334 HISTORY - 1974 MONUMENTED MSHD EH0334 HISTORY - 1981 GOOD LOCSUR EH0334 HISTORY - 20030722 MARK NOT FOUND USACE EH0334 EH0334 STATION DESCRIPTION EH0334 EH0334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0334'7.4 MI S FROM LULA. EH0334'THE MARK IS LOCATED 7.4 MILES SOUTH OF THE CENTER OF LULA ON THE EAST EH0334'ROW OF U.S. HIGHWAY 61, 9.2 MILES NORTH-NORTHEAST OF LYON IN THE EH0334'NORTHEAST 1/4 OF SECTION 34, T 29N, R 3W. IT IS 64 FEET EAST OF THE EH0334'CENTER OF HIGHWAY 61, 144 FEET NORTH OF THE NORTH ONE OF TWO LARGE EH0334'OAKS, 1.5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS EH0334'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1/2 FOOT BELOW THE EH0334'HIGHWAY AND PROJECTS 2 INCHES. TO REACH FROM THE JUNCTION OF U.S. EH0334'HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO EH0334'SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MILES TO A CROSSROAD. CONTINUE SOUTH EH0334'ON U.S. HIGHWAY 61 FOR 1 MILE TO THE MARK ON THE LEFT. EH0334 EH0334 STATION RECOVERY (1981) EH0334 EH0334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 EH0334'RECOVERED IN GOOD CONDITION. EH0334 EH0334 STATION RECOVERY (2003) EH0334 EH0334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0334'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0339 *********************************************************************** EH0339 DESIGNATION - 61 V 235 EH0339 PID - EH0339 EH0339 STATE/COUNTY- MS/COAHOMA EH0339 USGS QUAD - JONESTOWN (1969) EH0339 EH0339 *CURRENT SURVEY CONTROL EH0339 ___________________________________________________________________ EH0339* NAD 83(1986)- 34 22 22. (N) 090 28 51. (W) SCALED EH0339* NAVD 88 - 53.935 (meters) 176.95 (feet) ADJUSTED EH0339 ___________________________________________________________________ EH0339 GEOID HEIGHT- -26.70 (meters) GEOID99 EH0339 DYNAMIC HT - 53.882 (meters) 176.78 (feet) COMP EH0339 MODELED GRAV- 979,667.1 (mgal) NAVD 88 EH0339 EH0339 VERT ORDER - SECOND CLASS II EH0339 EH0339.The horizontal coordinates were scaled from a topographic map and have EH0339.an estimated accuracy of +/- 6 seconds. EH0339 EH0339.The orthometric height was determined by differential leveling EH0339.and adjusted by the National Geodetic Survey in June 1991. EH0339 EH0339.The geoid height was determined by GEOID99. EH0339 EH0339.The dynamic height is computed by dividing the NAVD 88 EH0339.geopotential number by the normal gravity value computed on the EH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0339.degrees latitude (g = 980.6199 gals.). EH0339 EH0339.The modeled gravity was interpolated from observed gravity values. EH0339 EH0339; North East Units Estimated Accuracy EH0339;SPC MS W - 540,310. 686,430. MT (+/- 180 meters Scaled) EH0339 EH0339 SUPERSEDED SURVEY CONTROL EH0339 EH0339 NGVD 29 - 53.982 (m) 177.11 (f) ADJUSTED 2 2 EH0339 EH0339.Superseded values are not recommended for survey control. EH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0339.See file dsdata.txt to determine how the superseded data were derived. EH0339 EH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU316063(NAD 83) EH0339_MARKER: DD = SURVEY DISK EH0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0339_STAMPING: BM 61V 235 1974 EH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0339+STABILITY: SURFACE MOTION EH0339 EH0339 HISTORY - Date Condition Report By EH0339 HISTORY - 1974 MONUMENTED MSHD EH0339 HISTORY - 1981 GOOD LOCSUR EH0339 HISTORY - 20030722 MARK NOT FOUND USACE EH0339 EH0339 STATION DESCRIPTION EH0339 EH0339'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0339'5.5 MI S FROM LULA. EH0339'THE MARK IS LOCATED 5.5 MILES SOUTH OF LULA IN THE EAST END OF THE EH0339'NORTH ABUTMENT OF A 70 FOOT CONCRETE BRIDGE IN THE SOUTHEAST 1/4 OF EH0339'THE NORTHWEST 1/4 OF SECTION 23, T 29N, R 3W. IT IS 17 FEET EH0339'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 176 FEET EH0339'NORTH-NORTHWEST OF AN UNDERGROUND PIPELINE POST, 1.5 WEST OF A METAL EH0339'WITNESS POST SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST EH0339'ABUTMENT OF A CONCRETE POST AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE EH0339'HIGHWAY. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. EH0339'HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY 61 EH0339'FOR 2.9 MILES TO A CROSSROAD. CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR EH0339'0.85 MILE TO THE BRIDGE AND THE MARK ON THE LEFT. EH0339 EH0339 STATION RECOVERY (1981) EH0339 EH0339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 EH0339'RECOVERED IN GOOD CONDITION. EH0339 EH0339 STATION RECOVERY (2003) EH0339 EH0339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0339'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0340 *********************************************************************** EH0340 DESIGNATION - 61 V 236 EH0340 PID - EH0340 EH0340 STATE/COUNTY- MS/COAHOMA EH0340 USGS QUAD - LULA (1969) EH0340 EH0340 *CURRENT SURVEY CONTROL EH0340 ___________________________________________________________________ EH0340* NAD 83(1986)- 34 23 02. (N) 090 28 37. (W) SCALED EH0340* NAVD 88 - 54.162 (meters) 177.70 (feet) ADJUSTED EH0340 ___________________________________________________________________ EH0340 GEOID HEIGHT- -26.72 (meters) GEOID99 EH0340 DYNAMIC HT - 54.110 (meters) 177.53 (feet) COMP EH0340 MODELED GRAV- 979,667.8 (mgal) NAVD 88 EH0340 EH0340 VERT ORDER - SECOND CLASS II EH0340 EH0340.The horizontal coordinates were scaled from a topographic map and have EH0340.an estimated accuracy of +/- 6 seconds. EH0340 EH0340.The orthometric height was determined by differential leveling EH0340.and adjusted by the National Geodetic Survey in June 1991. EH0340 EH0340.The geoid height was determined by GEOID99. EH0340 EH0340.The dynamic height is computed by dividing the NAVD 88 EH0340.geopotential number by the normal gravity value computed on the EH0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0340.degrees latitude (g = 980.6199 gals.). EH0340 EH0340.The modeled gravity was interpolated from observed gravity values. EH0340 EH0340; North East Units Estimated Accuracy EH0340;SPC MS W - 541,540. 686,790. MT (+/- 180 meters Scaled) EH0340 EH0340 SUPERSEDED SURVEY CONTROL EH0340 EH0340 NGVD 29 - 54.209 (m) 177.85 (f) ADJUSTED 2 2 EH0340 EH0340.Superseded values are not recommended for survey control. EH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0340.See file dsdata.txt to determine how the superseded data were derived. EH0340 EH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU319076(NAD 83) EH0340_MARKER: DD = SURVEY DISK EH0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0340_STAMPING: BM 61V 236 1974 EH0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0340+STABILITY: SURFACE MOTION EH0340 EH0340 HISTORY - Date Condition Report By EH0340 HISTORY - 1974 MONUMENTED MSHD EH0340 HISTORY - 1981 GOOD LOCSUR EH0340 HISTORY - 20030722 MARK NOT FOUND USACE EH0340 EH0340 STATION DESCRIPTION EH0340 EH0340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0340'4.7 MI S FROM LULA. EH0340'THE MARK IS LOCATED 4.7 MILES SOUTH OF THE CENTER OF LULA IN THE EH0340'NORTHEAST ANGLE OF A CROSSROAD IN THE NORTHWEST 1/4 OF THE SOUTHEAST EH0340'1/4 OF SECTION 14, T 29N, R 3W. IT IS 56 FEET EAST-SOUTHEAST OF THE EH0340'CENTER OF HIGHWAY 61, 141 FEET NORTHWEST OF THE CENTER OF A BLACK TOP EH0340'ROAD, 300 FEET NORTHEAST OF THE CENTER OF A CROSSROAD, 123 FEET EH0340'NORTHWEST OF A 36 INCH SYCAMORE, 1.5 FEET SOUTH OF A POWER POLE, 1 EH0340'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE EH0340'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. EH0340'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 EH0340'ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY 61 FOR 2.9 EH0340'MILES TO A CROSSROAD AND THE MARK ON THE LEFT. EH0340 EH0340 STATION RECOVERY (1981) EH0340 EH0340'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 EH0340'RECOVERED IN GOOD CONDITION. EH0340 EH0340 STATION RECOVERY (2003) EH0340 EH0340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0340'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0341 *********************************************************************** EH0341 DESIGNATION - 61 V 237 EH0341 PID - EH0341 EH0341 STATE/COUNTY- MS/COAHOMA EH0341 USGS QUAD - LULA (1969) EH0341 EH0341 *CURRENT SURVEY CONTROL EH0341 ___________________________________________________________________ EH0341* NAD 83(1986)- 34 23 47. (N) 090 28 20. (W) SCALED EH0341* NAVD 88 - 51.804 (meters) 169.96 (feet) ADJUSTED EH0341 ___________________________________________________________________ EH0341 GEOID HEIGHT- -26.73 (meters) GEOID99 EH0341 DYNAMIC HT - 51.754 (meters) 169.80 (feet) COMP EH0341 MODELED GRAV- 979,668.6 (mgal) NAVD 88 EH0341 EH0341 VERT ORDER - SECOND CLASS II EH0341 EH0341.The horizontal coordinates were scaled from a topographic map and have EH0341.an estimated accuracy of +/- 6 seconds. EH0341 EH0341.The orthometric height was determined by differential leveling EH0341.and adjusted by the National Geodetic Survey in June 1991. EH0341 EH0341.The geoid height was determined by GEOID99. EH0341 EH0341.The dynamic height is computed by dividing the NAVD 88 EH0341.geopotential number by the normal gravity value computed on the EH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0341.degrees latitude (g = 980.6199 gals.). EH0341 EH0341.The modeled gravity was interpolated from observed gravity values. EH0341 EH0341; North East Units Estimated Accuracy EH0341;SPC MS W - 542,920. 687,230. MT (+/- 180 meters Scaled) EH0341 EH0341 SUPERSEDED SURVEY CONTROL EH0341 EH0341 NGVD 29 - 51.849 (m) 170.11 (f) ADJUSTED 2 2 EH0341 EH0341.Superseded values are not recommended for survey control. EH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0341.See file dsdata.txt to determine how the superseded data were derived. EH0341 EH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU323090(NAD 83) EH0341_MARKER: DD = SURVEY DISK EH0341_SETTING: 30 = CULVERT EH0341_STAMPING: BM 61V 237 1974 EH0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0341 EH0341 HISTORY - Date Condition Report By EH0341 HISTORY - 1974 MONUMENTED MSHD EH0341 HISTORY - 1981 GOOD LOCSUR EH0341 HISTORY - 20030722 MARK NOT FOUND USACE EH0341 EH0341 STATION DESCRIPTION EH0341 EH0341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0341'3.9 MI S FROM LULA. EH0341'THE MARK IS LOCATED 3.9 MILES SOUTH OF LULA IN THE SOUTH END OF THE EH0341'EAST HEADWALL 3 X 1 FOOT CONCRETE BOX CULVERT IN THE SOUTHEAST 1/4 OF EH0341'SECTION 11, T 29N, R 3W. IT IS 31 FEET EAST-SOUTHEAST OF THE CENTER EH0341'OF U.S. HIGHWAY 61, 47 FEET NORTHWEST OF POWER POLE NO. 1, 1 FOOT EH0341'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF EH0341'THE EAST HEADWALL OF A 3 X 1 FOOT CONCRETE BOX CULVERT AND IS ABOUT 5 EH0341'FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF EH0341'U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO EH0341'SOUTH ON U.S. HIGHWAY 61 FOR 1.9 MILES TO THE MARK ON THE LEFT. EH0341 EH0341 STATION RECOVERY (1981) EH0341 EH0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 EH0341'RECOVERED IN GOOD CONDITION. EH0341 EH0341 STATION RECOVERY (2003) EH0341 EH0341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0341'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0342 *********************************************************************** EH0342 DESIGNATION - 61 V 238 EH0342 PID - EH0342 EH0342 STATE/COUNTY- MS/COAHOMA EH0342 USGS QUAD - LULA (1969) EH0342 EH0342 *CURRENT SURVEY CONTROL EH0342 ___________________________________________________________________ EH0342* NAD 83(1986)- 34 24 39. (N) 090 28 01. (W) SCALED EH0342* NAVD 88 - 51.495 (meters) 168.95 (feet) ADJUSTED EH0342 ___________________________________________________________________ EH0342 GEOID HEIGHT- -26.74 (meters) GEOID99 EH0342 DYNAMIC HT - 51.445 (meters) 168.78 (feet) COMP EH0342 MODELED GRAV- 979,669.6 (mgal) NAVD 88 EH0342 EH0342 VERT ORDER - SECOND CLASS II EH0342 EH0342.The horizontal coordinates were scaled from a topographic map and have EH0342.an estimated accuracy of +/- 6 seconds. EH0342 EH0342.The orthometric height was determined by differential leveling EH0342.and adjusted by the National Geodetic Survey in June 1991. EH0342 EH0342.The geoid height was determined by GEOID99. EH0342 EH0342.The dynamic height is computed by dividing the NAVD 88 EH0342.geopotential number by the normal gravity value computed on the EH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0342.degrees latitude (g = 980.6199 gals.). EH0342 EH0342.The modeled gravity was interpolated from observed gravity values. EH0342 EH0342; North East Units Estimated Accuracy EH0342;SPC MS W - 544,530. 687,720. MT (+/- 180 meters Scaled) EH0342 EH0342 SUPERSEDED SURVEY CONTROL EH0342 EH0342 NGVD 29 - 51.539 (m) 169.09 (f) ADJUSTED 2 2 EH0342 EH0342.Superseded values are not recommended for survey control. EH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0342.See file dsdata.txt to determine how the superseded data were derived. EH0342 EH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU328106(NAD 83) EH0342_MARKER: DD = SURVEY DISK EH0342_SETTING: 30 = CULVERT EH0342_STAMPING: BM 61V 238 1974 EH0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0342 EH0342 HISTORY - Date Condition Report By EH0342 HISTORY - 1974 MONUMENTED MSHD EH0342 HISTORY - 1981 GOOD LOCSUR EH0342 HISTORY - 20030722 MARK NOT FOUND USACE EH0342 EH0342 STATION DESCRIPTION EH0342 EH0342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0342'3 MI S FROM LULA. EH0342'THE MARK IS LOCATED 3 MILES SOUTH OF THE CENTER OF LULA IN THE NORTH EH0342'END OF THE EAST HEADWALL OF A 10 INCH CONCRETE PIPE CULVERT IN THE EH0342'SOUTHWEST 1/4 OF SECTION 1, T 29N, R 3W. IT IS 31 FEET EAST-SOUTHEAST EH0342'OF THE CENTER OF HIGHWAY 61, 258 FEET NORTH-NORTHWEST OF POWER POLE EH0342'NO. 810, 94.5 FEET SOUTHEAST OF POWER POLE NO. 27, 1 FOOT SOUTH OF A EH0342'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EAST EH0342'HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT AND IS ABOUT 4 FEET BELOW EH0342'THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY EH0342'49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON EH0342'U.S. HIGHWAY 61 FOR 0.85 MILES TO THE MARK ON THE LEFT. EH0342 EH0342 STATION RECOVERY (1981) EH0342 EH0342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 EH0342'RECOVERED IN GOOD CONDITION. EH0342 EH0342 STATION RECOVERY (2003) EH0342 EH0342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0342'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0343 *********************************************************************** EH0343 DESIGNATION - 61 V 239 EH0343 PID - EH0343 EH0343 STATE/COUNTY- MS/COAHOMA EH0343 USGS QUAD - LULA (1969) EH0343 EH0343 *CURRENT SURVEY CONTROL EH0343 ___________________________________________________________________ EH0343* NAD 83(1986)- 34 25 22. (N) 090 27 44. (W) SCALED EH0343* NAVD 88 - 53.094 (meters) 174.19 (feet) ADJUSTED EH0343 ___________________________________________________________________ EH0343 GEOID HEIGHT- -26.75 (meters) GEOID99 EH0343 DYNAMIC HT - 53.042 (meters) 174.02 (feet) COMP EH0343 MODELED GRAV- 979,670.5 (mgal) NAVD 88 EH0343 EH0343 VERT ORDER - SECOND CLASS II EH0343 EH0343.The horizontal coordinates were scaled from a topographic map and have EH0343.an estimated accuracy of +/- 6 seconds. EH0343 EH0343.The orthometric height was determined by differential leveling EH0343.and adjusted by the National Geodetic Survey in June 1991. EH0343 EH0343.The geoid height was determined by GEOID99. EH0343 EH0343.The dynamic height is computed by dividing the NAVD 88 EH0343.geopotential number by the normal gravity value computed on the EH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0343.degrees latitude (g = 980.6199 gals.). EH0343 EH0343.The modeled gravity was interpolated from observed gravity values. EH0343 EH0343; North East Units Estimated Accuracy EH0343;SPC MS W - 545,850. 688,150. MT (+/- 180 meters Scaled) EH0343 EH0343 SUPERSEDED SURVEY CONTROL EH0343 EH0343 NGVD 29 - 53.136 (m) 174.33 (f) ADJUSTED 2 2 EH0343 EH0343.Superseded values are not recommended for survey control. EH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0343.See file dsdata.txt to determine how the superseded data were derived. EH0343 EH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU332119(NAD 83) EH0343_MARKER: DD = SURVEY DISK EH0343_SETTING: 30 = CULVERT EH0343_STAMPING: BM 61V 239 1974 EH0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0343 EH0343 HISTORY - Date Condition Report By EH0343 HISTORY - 1974 MONUMENTED MSHD EH0343 HISTORY - 20030722 MARK NOT FOUND USACE EH0343 EH0343 STATION DESCRIPTION EH0343 EH0343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0343'2.2 MI S FROM LULA. EH0343'THE MARK IS LOCATED 2.2 MILES SOUTH OF LULA IN THE SOUTH END OF THE EH0343'EAST HEADWALL OF A 54 INCH CONCRETE PIPE CULVERT ABOUT 65 YARDS SOUTH EH0343'OF THE INTERSECTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN THE EH0343'SOUTHWEST 1/4 OF SECTION 36, T 30N, R 3W. IT IS 44 FEET EAST-SOUTHEAST EH0343'OF THE CENTER OF HIGHWAY 61, 194 FEET SOUTH-SOUTHEAST OF THE EH0343'INTERSECTION OF HIGHWAY 49 AND 61, 146.5 FEET NORTH OF A PIPE LINE EH0343'BREATHER PIPE, 114 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 800, 1 FOOT EH0343'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF EH0343'THE EAST HEADWALL OF A 54 INCH CONCRETE PIPE CULVERT AND IS ABOUT 3 EH0343'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY. EH0343 EH0343 STATION RECOVERY (2003) EH0343 EH0343'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0343'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0347 *********************************************************************** EH0347 DESIGNATION - 61 V 240 EH0347 PID - EH0347 EH0347 STATE/COUNTY- MS/COAHOMA EH0347 USGS QUAD - LULA (1969) EH0347 EH0347 *CURRENT SURVEY CONTROL EH0347 ___________________________________________________________________ EH0347* NAD 83(1986)- 34 25 47. (N) 090 27 37. (W) SCALED EH0347* NAVD 88 - 53.877 (meters) 176.76 (feet) ADJUSTED EH0347 ___________________________________________________________________ EH0347 GEOID HEIGHT- -26.76 (meters) GEOID99 EH0347 DYNAMIC HT - 53.825 (meters) 176.59 (feet) COMP EH0347 MODELED GRAV- 979,671.0 (mgal) NAVD 88 EH0347 EH0347 VERT ORDER - SECOND CLASS II EH0347 EH0347.The horizontal coordinates were scaled from a topographic map and have EH0347.an estimated accuracy of +/- 6 seconds. EH0347 EH0347.The orthometric height was determined by differential leveling EH0347.and adjusted by the National Geodetic Survey in June 1991. EH0347 EH0347.The geoid height was determined by GEOID99. EH0347 EH0347.The dynamic height is computed by dividing the NAVD 88 EH0347.geopotential number by the normal gravity value computed on the EH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0347.degrees latitude (g = 980.6199 gals.). EH0347 EH0347.The modeled gravity was interpolated from observed gravity values. EH0347 EH0347; North East Units Estimated Accuracy EH0347;SPC MS W - 546,620. 688,330. MT (+/- 180 meters Scaled) EH0347 EH0347 SUPERSEDED SURVEY CONTROL EH0347 EH0347 NGVD 29 - 53.919 (m) 176.90 (f) ADJUSTED 2 2 EH0347 EH0347.Superseded values are not recommended for survey control. EH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0347.See file dsdata.txt to determine how the superseded data were derived. EH0347 EH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU333127(NAD 83) EH0347_MARKER: DD = SURVEY DISK EH0347_SETTING: 30 = CULVERT EH0347_STAMPING: BM 61V 240 1974 EH0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0347 EH0347 HISTORY - Date Condition Report By EH0347 HISTORY - 1974 MONUMENTED MSHD EH0347 HISTORY - 20030722 MARK NOT FOUND USACE EH0347 EH0347 STATION DESCRIPTION EH0347 EH0347'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0347'1.9 MI SE FROM LULA. EH0347'THE MARK IS LOCATED 1.9 MILES SOUTHEAST OF LULA IN THE SOUTHEAST ANGLE EH0347'OF A CROSSROAD IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX EH0347'CULVERT, 0.35 MILE SOUTH OF A RAILROAD CROSSING IN THE SOUTHEAST 1/4 EH0347'OF THE NORTHWEST 1/4 OF SECTION 36, T 30N, R 3W. IT IS 382 FEET EH0347'NORTH-NORTHEAST OF THE CENTER OF THE ENTRANCE TO A CEMETERY, 196 FEET EH0347'SOUTH OF THE CENTER OF A CROSSROAD, 191 FEET SOUTH-SOUTHWEST OF THE EH0347'CENTER OF A BLACK TOP ROAD, 27.5 FEET EAST-SOUTHEAST OF THE CENTER OF EH0347'HIGHWAY 61, 140 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 791, 1 FOOT EH0347'SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF EH0347'THE EAST HEADWALL OF A 10 X 6 FOOT BOX CULVERT AND IS ABOUT 1/2 FOOT EH0347'BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF U.S. EH0347'HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO EH0347'NORTH ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE MARK ON THE RIGHT. EH0347 EH0347 STATION RECOVERY (2003) EH0347 EH0347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0347'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0348 *********************************************************************** EH0348 DESIGNATION - 61 V 241 EH0348 PID - EH0348 EH0348 STATE/COUNTY- MS/COAHOMA EH0348 USGS QUAD - LULA (1969) EH0348 EH0348 *CURRENT SURVEY CONTROL EH0348 ___________________________________________________________________ EH0348* NAD 83(1986)- 34 26 37. (N) 090 27 18. (W) SCALED EH0348* NAVD 88 - 54.312 (meters) 178.19 (feet) ADJUSTED EH0348 ___________________________________________________________________ EH0348 GEOID HEIGHT- -26.77 (meters) GEOID99 EH0348 DYNAMIC HT - 54.260 (meters) 178.02 (feet) COMP EH0348 MODELED GRAV- 979,672.2 (mgal) NAVD 88 EH0348 EH0348 VERT ORDER - SECOND CLASS II EH0348 EH0348.The horizontal coordinates were scaled from a topographic map and have EH0348.an estimated accuracy of +/- 6 seconds. EH0348 EH0348.The orthometric height was determined by differential leveling EH0348.and adjusted by the National Geodetic Survey in June 1991. EH0348 EH0348.The geoid height was determined by GEOID99. EH0348 EH0348.The dynamic height is computed by dividing the NAVD 88 EH0348.geopotential number by the normal gravity value computed on the EH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0348.degrees latitude (g = 980.6199 gals.). EH0348 EH0348.The modeled gravity was interpolated from observed gravity values. EH0348 EH0348; North East Units Estimated Accuracy EH0348;SPC MS W - 548,160. 688,820. MT (+/- 180 meters Scaled) EH0348 EH0348 SUPERSEDED SURVEY CONTROL EH0348 EH0348 NGVD 29 - 54.352 (m) 178.32 (f) ADJUSTED 2 2 EH0348 EH0348.Superseded values are not recommended for survey control. EH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0348.See file dsdata.txt to determine how the superseded data were derived. EH0348 EH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU338142(NAD 83) EH0348_MARKER: DD = SURVEY DISK EH0348_SETTING: 30 = CULVERT EH0348_STAMPING: BM 61V 241 1974 EH0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0348 EH0348 HISTORY - Date Condition Report By EH0348 HISTORY - 1974 MONUMENTED MSHD EH0348 HISTORY - 20030722 MARK NOT FOUND USACE EH0348 EH0348 STATION DESCRIPTION EH0348 EH0348'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0348'1.4 MI ESE FROM LULA. EH0348'THE MARK IS LOCATED 1.4 MILES EAST-SOUTHEAST OF THE CENTER OF LULA IN EH0348'THE EAST HEADWALL OF A CONCRETE BOX CULVERT IN THE NORTHEAST ANGLE OF EH0348'THE JUNCTION OF A NARROW GRAVELED ROAD WITH U.S.HIGHWAY 61, 0.85 MILE EH0348'SOUTH OF THE COAHOMA-TUNICA COUNTY LINE IN THE NORTHEAST 1/4 OF EH0348'SECTION 25, T 30N, R 3W. IT IS 27.5 FEET EAST OF THE CENTER OF EH0348'HIGHWAY 61, 25 FEET NORTH OF THE CENTER OF A NARROW GRAVELED ROAD, EH0348'69.5 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 783, 1 FOOT NORTHEAST OF A EH0348'METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST EH0348'HEADWALL OF A 6 X 4 FOOT BOX CULVERT AND IS ABOUT 1/2 FOOT BELOW THE EH0348'LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 EH0348'AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO NORTH ON U.S. EH0348'HIGHWAY 61 FOR 1.45 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT. EH0348 EH0348 STATION RECOVERY (2003) EH0348 EH0348'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0348'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH3159 *********************************************************************** EH3159 DESIGNATION - N 359 EH3159 PID - EH3159 EH3159 STATE/COUNTY- MS/COAHOMA EH3159 USGS QUAD - LULA (1969) EH3159 EH3159 *CURRENT SURVEY CONTROL EH3159 ___________________________________________________________________ EH3159* NAD 83(1986)- 34 26 47. (N) 090 29 18. (W) SCALED EH3159* NAVD 88 - 54.332 (meters) 178.25 (feet) ADJUSTED EH3159 ___________________________________________________________________ EH3159 GEOID HEIGHT- -26.79 (meters) GEOID99 EH3159 DYNAMIC HT - 54.280 (meters) 178.08 (feet) COMP EH3159 MODELED GRAV- 979,670.8 (mgal) NAVD 88 EH3159 EH3159 VERT ORDER - FIRST CLASS II EH3159 EH3159.The horizontal coordinates were scaled from a topographic map and have EH3159.an estimated accuracy of +/- 6 seconds. EH3159 EH3159.The orthometric height was determined by differential leveling EH3159.and adjusted by the National Geodetic Survey in July 1994. EH3159 EH3159.The geoid height was determined by GEOID99. EH3159 EH3159.The dynamic height is computed by dividing the NAVD 88 EH3159.geopotential number by the normal gravity value computed on the EH3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH3159.degrees latitude (g = 980.6199 gals.). EH3159 EH3159.The modeled gravity was interpolated from observed gravity values. EH3159 EH3159; North East Units Estimated Accuracy EH3159;SPC MS W - 548,470. 685,760. MT (+/- 180 meters Scaled) EH3159 EH3159 SUPERSEDED SURVEY CONTROL EH3159 EH3159.No superseded survey control is available for this station. EH3159 EH3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU307145(NAD 83) EH3159_MARKER: I = METAL ROD EH3159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) EH3159_STAMPING: N 359 1991 EH3159_MARK LOGO: NGS EH3159_PROJECTION: FLUSH EH3159_MAGNETIC: I = MARKER IS A STEEL ROD EH3159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH3159+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 EH3159_ROD/PIPE-DEPTH: 33.9 meters EH3159_SLEEVE-DEPTH : 0.9 meters EH3159 EH3159 HISTORY - Date Condition Report By EH3159 HISTORY - 1991 MONUMENTED NGS EH3159 HISTORY - 20030722 GOOD USACE EH3159 EH3159 STATION DESCRIPTION EH3159 EH3159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 EH3159'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST EH3159'OFFICE IN FRIARS POINT, THENCE 6.0 KM (3.70 MI) NORTHEASTERLY ALONG EH3159'SEEP WATER ROAD, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG STATE EH3159'HIGHWAY 1, THENCE 6.2 KM (3.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY EH3159'49, 70.1 M (230.0 FT) NORTHWEST OF THE CENTERLINE OF MOON LAKE ROAD, EH3159'31.9 M (104.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.1 M EH3159'(3.6 FT) NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL EH3159'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST. EH3159'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE EH3159'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. EH3159 EH3159 STATION RECOVERY (2003) EH3159 EH3159'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH3159'ACCESS COVER MISSING, AND THERE IS NO STAMPING. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0345 *********************************************************************** EH0345 DESIGNATION - RICH EH0345 PID - EH0345 EH0345 STATE/COUNTY- MS/COAHOMA EH0345 USGS QUAD - LULA (1969) EH0345 EH0345 *CURRENT SURVEY CONTROL EH0345 ___________________________________________________________________ EH0345* NAD 83(1993)- 34 25 27.21166(N) 090 27 00.10625(W) ADJUSTED EH0345* NAVD 88 - 55.010 (meters) 180.48 (feet) ADJUSTED EH0345 ___________________________________________________________________ EH0345 LAPLACE CORR- 0.83 (seconds) DEFLEC99 EH0345 GEOID HEIGHT- -26.75 (meters) GEOID99 EH0345 DYNAMIC HT - 54.956 (meters) 180.30 (feet) COMP EH0345 MODELED GRAV- 979,671.1 (mgal) NAVD 88 EH0345 EH0345 HORZ ORDER - FIRST EH0345 VERT ORDER - SECOND CLASS II EH0345 EH0345.The horizontal coordinates were established by classical geodetic methods EH0345.and adjusted by the National Geodetic Survey in May 1994. EH0345 EH0345.The orthometric height was determined by differential leveling EH0345.and adjusted by the National Geodetic Survey in June 1991. EH0345 EH0345.The Laplace correction was computed from DEFLEC99 derived deflections. EH0345 EH0345.The geoid height was determined by GEOID99. EH0345 EH0345.The dynamic height is computed by dividing the NAVD 88 EH0345.geopotential number by the normal gravity value computed on the EH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0345.degrees latitude (g = 980.6199 gals.). EH0345 EH0345.The modeled gravity was interpolated from observed gravity values. EH0345 EH0345; North East Units Scale Converg. EH0345;SPC MS W - 546,008.769 689,273.471 MT 0.99995142 -0 03 57.5 EH0345;SPC AR S - 596,015.547 542,464.161 MT 0.99994154 +0 52 03.0 EH0345;UTM 15 - 3,812,143.934 734,335.311 MT 1.00027692 +1 26 31.9 EH0345 EH0345: Primary Azimuth Mark Grid Az EH0345:SPC MS W - LULA MUNICIPAL TANK 324 17 26.3 EH0345:SPC AR S - LULA MUNICIPAL TANK 323 21 25.8 EH0345:UTM 15 - LULA MUNICIPAL TANK 322 46 56.9 EH0345 EH0345|---------------------------------------------------------------------| EH0345| PID Reference Object Distance Geod. Az | EH0345| dddmmss.s | EH0345| EH0344 RICH RM 3 49.437 METERS 17449 | EH0345| CY6359 RICH RM 1 140.513 METERS 17817 | EH0345| EH2774 FRIARS POINT WATER TANK APPROX.18.4 KM 2512058.6 | EH0345| EH0346 RICH RM 4 35.511 METERS 28517 | EH0345| EH2845 HELENA ARK PWR LT W HILINE TWR APPROX.16.1 KM 3062148.7 | EH0345| EH2846 ARKANSAS PWR AND LT CO E TOWER APPROX.14.6 KM 3075303.5 | EH0345| EH2843 HELENA ARK POWER LT RAD TOWER APPROX.19.1 KM 3103920.9 | EH0345| CY6360 RICH RM 2 56.297 METERS 32213 | EH0345| EH2763 LULA MUNICIPAL TANK APPROX. 4.1 KM 3241328.8 | EH0345| CY6358 RICH AZ MK 3272940.3 | EH0345|---------------------------------------------------------------------| EH0345 EH0345 SUPERSEDED SURVEY CONTROL EH0345 EH0345 NAD 83(1986)- 34 25 27.22010(N) 090 27 00.10727(W) AD( ) 1 EH0345 NAD 27 - 34 25 26.83900(N) 090 26 59.75200(W) AD( ) 1 EH0345 NGVD 29 - 55.052 (m) 180.62 (f) ADJUSTED 2 2 EH0345 EH0345.Superseded values are not recommended for survey control. EH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0345.See file dsdata.txt to determine how the superseded data were derived. EH0345 EH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3433512144(NAD 83) EH0345_MARKER: DS = TRIANGULATION STATION DISK EH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0345_STAMPING: RICH 1929 EH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0345+STABILITY: SURFACE MOTION EH0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0345+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 EH0345 EH0345 HISTORY - Date Condition Report By EH0345 HISTORY - 1929 MONUMENTED CGS EH0345 HISTORY - 1935 GOOD CGS EH0345 HISTORY - 1935 GOOD CGS EH0345 HISTORY - 1953 GOOD CGS EH0345 HISTORY - 1956 GOOD CGS EH0345 HISTORY - 1974 GOOD NGS EH0345 HISTORY - 1974 GOOD MSHD EH0345 HISTORY - 1981 GOOD LOCSUR EH0345 HISTORY - 20010502 MARK NOT FOUND PROFLN EH0345 HISTORY - 20030722 GOOD USACE EH0345 EH0345 STATION DESCRIPTION EH0345 EH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH) EH0345'ABOUT 0.6 MILE NORTH OF RICH, ON LAND OWNED BY T.W. RAINEY. EH0345'TO REACH FROM RICH RAILROAD STATION GO 0.6 MILE NORTH ON EH0345'UNITED STATES ROUTE 61 TO RAINEYS PLANTATION. STATION IS EH0345'ABOUT 200 YARDS SOUTHEAST OF MR. RAINEYS HOUSE WHICH IS ON EH0345'EAST SIDE OF ROUTE 61, IN SOUTH END OF WEDGE-SHAPED CULTIVATED EH0345'FIELD BOUNDED BY PLANTATION ROAD AND RAILROAD. SURFACE AND EH0345'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE. EH0345'REFERENCE MARKS ARE STANDARD REFERENCE EH0345'DISKS IN CONCRETE. NO. 1 IS 19 FEET NORTHWEST OF EH0345'40-INCH ELM TREE, 55 FEET WEST OF CENTER OF BRICK CHIMNEY EH0345'AT NORTHWEST END OF NEGRO TENANT HOUSE, AND 461.0 FEET FROM EH0345'STATION. NO. 2 IS 12.4 EH0345'FEET EAST OF EAST RAIL OF RAILROAD, IN EDGE OF CULTIVATED EH0345'FIELD, 184.7 FEET FROM STATION. EH0345 EH0345 STATION RECOVERY (1935) EH0345 EH0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WM) EH0345'STATION FOUND AS DESCRIBED. DESCRIPTION ADEQUATE. EH0345 EH0345 STATION RECOVERY (1935) EH0345 EH0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH) EH0345'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND EH0345'IN GOOD CONDITION. EH0345' EH0345'STATION IS 27.2 FEET E OF E RAIL OF RAILROAD AND APPROXIMATELY EH0345'90 FEET N OF INTERSECTION OF RAILROAD AND PLANTATION ROAD. EH0345'MR. I.W. RAINEYS HOUSE BURNED DOWN, HOWEVER, THE FOUNDATION EH0345'SERVES AS A LANDMARK. EH0345' EH0345'REFERENCE MARK NO.2 IS 3 INCHES BELOW SURFACE OF THE GROUND. EH0345 EH0345 STATION RECOVERY (1953) EH0345 EH0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE) EH0345'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. EH0345'REFERENCE MARK NO. 1 WAS FOUND TO BE DISTURBED BY CULTIVATION EH0345'AND WAS DESTROYED. REFERENCE MARK NO. 2 WAS SEARCHED FOR EH0345'BUT COULD NOT BE FOUND AND IS THOUGHT TO BE DESTROYED BY EH0345'CULTIVATION. A NEW REFERENCE MARK NO. 3, REFERENCE MARK NO. EH0345'4 AND AN AZIMUTH MARK WERE ESTABLISHED. EH0345' EH0345'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. EH0345' EH0345'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF LULA IN THE SOUTH EH0345'END OF A WEDGE-SHAPED CULTIVATED FIELD, 82.0 FEET NORTHWEST EH0345'OF THE CENTER OF A CROSSROAD AND 35.0 FEET NORTH OF THE NORTH EH0345'RAIL OF THE JONESTOWN SPUR OF THE ILLINOIS CENTRAL RAILROAD. EH0345'IT PROJECTS 4 INCHES AND IS STAMPED RICH 1929. EH0345' EH0345'REFERENCE MARK NO. 3 IS 62.0 FEET SOUTH OF THE SOUTH RAIL EH0345'OF THE ILLINOIS CENTRAL RAILROAD TRACKS, 12.0 FEET WEST OF THE EH0345'CENTER OF A FARM ROAD AND 3.0 FEET NORTHWEST OF A POWERLINE POLE. EH0345'IT PROJECTS 4 INCHES AND IS STAMPED RICH NO 3 1929. EH0345' EH0345'REFERENCE MARK NO. 4 IS 45.0 FEET SOUTH OF THE SOUTH RAIL EH0345'OF THE ILLINOIS CENTRAL RAILROAD TRACKS, 2.0 FEET EAST OF EH0345'A POWERLINE POLE AND IN A CULTIVATED FIELD. IT PROJECTS EH0345'4 INCHES AND IS STAMPED RICH NO 4 1929. EH0345' EH0345'THE AZIMUTH MARK IS 98.0 FEET NORTH OF THE NORTH RAIL OF EH0345'THE ILLINOIS CENTRAL RAILROAD TRACKS, 57.0 FEET EAST OF EH0345'THE CENTER OF U.S. HIGHWAY NO. 61 AND 2.0 FEET EAST OF A EH0345'POWERLINE POLE. IT PROJECTS 4 INCHES AND IS STAMPED RICH EH0345'1929,1953. EH0345' EH0345'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD EH0345'DEPOT IN LULA, GO NORTH ON THE MAIN STREET FOR 0.1 MILE TO A T EH0345'ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON AN OILED ROAD EH0345'FOR 1.5 MILES TO THE JUNCTION WITH U.S. HIGHWAY NO. 61. EH0345'HERE TURN RIGHT AND GO SOUTHERLY FOR 1.45 MILES TO A POINT EH0345'JUST BEFORE CROSSING THE RAILROAD TRACKS AND THE AZIMUTH EH0345'MARK ON THE LEFT AS DESCRIBED. CONTINUE SOUTHERLY ON U. S. EH0345'HIGHWAY NO. 61 FOR 0.25 MILE TO A CROSSROAD, TURN LEFT AND EH0345'GO EASTERLY ON AN OILED ROAD FOR 0.85 MILE TO A CROSSROAD, EH0345'TURN SHARP LEFT AND GO NORTHWEST ON A DIRT ROAD BETWEEN EH0345'TWO FIELDS FOR 0.15 MILE TO A POINT JUST AFTER CROSSING THE EH0345'RAILROAD TRACKS AND THE STATION ON THE LEFT AS DESCRIBED. EH0345 EH0345 STATION RECOVERY (1956) EH0345 EH0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR) EH0345'THE STATION MARK, REFERENCE MARKS NOS. 3 AND 4, AND AZIMUTH EH0345'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE EH0345'1953 DESCRIPTION AND TO REACH STATION WERE CHECKED AND FOUND EH0345'TO BE CORRECT. EH0345 EH0345 STATION RECOVERY (1974) EH0345 EH0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH) EH0345'THE STATION WAS VISITED 3-5-74 AND THE STATION MARK AND R.M. NO.3 EH0345'WERE FOUND IN GOOD CONDITION. R.M. NO. 3 WAS SCARED BY MACHINERY EH0345'BUT WAS SOLID AND APPARENTLY IN ITS ORIGINAL POSITION. R.M. NO. 4 EH0345'WAS FOUND DISTURBED SLIGHTLY. IT WAS REMEASURED AND A NEW EH0345'DIRECTION TAKEN TO THE MARK. THE AZIMUTH MARK WAS FOUND DESTROYED EH0345'AND THE DISK RECLAIMED. A NEW DESCRIPTION FOLLOWS-- EH0345' EH0345'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF LULA, IN THE NORTH EH0345'ANGLE OF A FIELD ROAD CROSSING THE RAILROAD TRACKS, 5.6 MILES EH0345'NORTHEAST OF COAHOMA AND 0.5 MILE NORTHWEST OF THE COMMUNITY OF EH0345'RICH, IN THE SW 1/4 OF SEC. 31, T 30 N, R 2 W. IT IS 108 FEET EH0345'NNW OF THE CENTERLINE OF THE CROSSING, 28 FEET WEST OF THE EH0345'CENTER OF THE FIELD ROAD, 27 FEET NORTHEAST OF THE NORTHEAST RAIL EH0345'OF THE TRACKS, 154 FEET SOUTHEAST OF A POWER POLE, 117 FEET EAST OF EH0345'A POWER POLE, 148 FEET WNW OF A POWER POLE, 15 FEET SW OF A POWER EH0345'LINE AND 1.5 FEET SE OF A METAL WITNESS POST. IT IS A TRIANGULATION EH0345'DISK STAMPED RICH 1929, PROJECTING 4 INCHES. EH0345' EH0345'REFERENCE MARK NO. 3 IS 162.20 FEET SOUTH OF THE STATION, 44 FEET EH0345'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 91 FEET SOUTHWEST EH0345'OF A POWER POLE, 2 FEET NORTH OF A POWER POLE, AND 1 FOOT SOUTHEAST EH0345'OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK STAMPED RICH EH0345'NO 3 1929, PROJECTING 8 INCHES. EH0345' EH0345'REFERENCE MARK NO. 4 IS 116.51 FEET WNW OF THE STATION, 45 FEET EH0345'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 113 FEET SOUTHWEST OF EH0345'A POWER POLE, 1.5 FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT EH0345'NORTHWEST OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK EH0345'STAMPED RICH NO 4 1929, PROJECTING 8 INCHES. EH0345' EH0345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61 EH0345'ABOUT 2.5 MILES SOUTHEAST OF LULA, GO SOUTH ON U.S. HIGHWAY 49 FOR EH0345'0.1 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON BLACK TOP ROAD EH0345'FOR 0.8 MILE TO A T INTERSECTION WITH ANOTHER BLACK TOP ROAD, EH0345'CONTINUE STRAIGHT AHEAD ON A FIELD ROAD, FOR 0.1 MILE TO THE EH0345'RAILROAD TRACKS, TURN LEFT AND GO WNW ALONG THE NORTHEAST SIDE OF EH0345'THE TRACKS FOR 0.15 MILE TO THE STATION. EH0345' EH0345'THE OBSERVATIONS WERE TAKEN AT REFERENCE MARK NO. 3. EH0345' EH0345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SE OF EH0345'LULA. EH0345 EH0345 STATION RECOVERY (1974) EH0345 EH0345'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0345'2.5 MI SE FROM LULA. EH0345'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF THE CENTER OF LULA IN THE EH0345'NORTH ANGLE OF A FIELD ROAD CROSSING THE I.C.R.R. TRACK, 0.5 MILE EH0345'NORTHWEST OF RICH, 0.9 MILE SOUTHEAST ALONG THE RAILROAD TRACK FROM EH0345'THE CROSSING OF U.S. HIGHWAY 61, IN THE SOUTHWEST 1/4 OF SECTION 31, T EH0345'30N, R 2W. IT IS 108 FEET NORTH-NORTHWEST OF THE CENTER OF THE EH0345'CROSSING, 28 FEET WEST OF THE CENTER OF A FIELD ROAD, 27 FEET EH0345'NORTHEAST OF THE NORTHEAST RAIL, 154 FEET SOUTHEAST OF A POWER POLE, EH0345'117 FEET EAST OF A POWER POLE, 148 FEET WEST-NORTHWEST OF A POWER EH0345'POLE, 15 FEET SOUTHWEST OF A POWER POLE, 1.5 FEET SOUTHEAST OF A METAL EH0345'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT EH0345'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES. TO REACH FROM THE EH0345'JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES EH0345'SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY 61 FOR 0.1 MILE TO A EH0345'CROSSROAD. TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 0.8 MILE TO EH0345'A T INTERSECTION. CONTINUE STRAIGHT AHEAD ON A FIELD ROAD FOR 0.1 EH0345'MILE TO THE RAILROAD TRACKS. TURN LEFT AND GO WEST-NORTHWEST ALONG EH0345'THE NORTHEAST SIDE OF THE TRACKS FOR 0.15 MILE TO A FIELD ROAD AND THE EH0345'MARK ON THE RIGHT. EH0345 EH0345 STATION RECOVERY (1981) EH0345 EH0345'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG) EH0345'RICH - 1956 RECOVERED IN GOOD CONDITION. ALL RMS AND AZ MARKS IN EH0345'PLACE. EH0345' EH0345'ELEVATIONS SET BY MISS STATE HWY DEPT. EH0345' EH0345'EL. 180.616. EH0345 EH0345 STATION RECOVERY (2001) EH0345 EH0345'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001 EH0345'MARK NOT FOUND EH0345 EH0345 STATION RECOVERY (2003) EH0345 EH0345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0345'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0344 *********************************************************************** EH0344 DESIGNATION - RICH RM 3 EH0344 PID - EH0344 EH0344 STATE/COUNTY- MS/COAHOMA EH0344 USGS QUAD - LULA (1969) EH0344 EH0344 *CURRENT SURVEY CONTROL EH0344 ___________________________________________________________________ EH0344* NAD 83(1986)- 34 25 27. (N) 090 26 59. (W) SCALED EH0344* NAVD 88 - 55.135 (meters) 180.89 (feet) ADJUSTED EH0344 ___________________________________________________________________ EH0344 GEOID HEIGHT- -26.75 (meters) GEOID99 EH0344 DYNAMIC HT - 55.081 (meters) 180.71 (feet) COMP EH0344 MODELED GRAV- 979,671.2 (mgal) NAVD 88 EH0344 EH0344 VERT ORDER - SECOND CLASS II EH0344 EH0344.The horizontal coordinates were scaled from a topographic map and have EH0344.an estimated accuracy of +/- 6 seconds. EH0344 EH0344.The orthometric height was determined by differential leveling EH0344.and adjusted by the National Geodetic Survey in June 1991. EH0344 EH0344.The geoid height was determined by GEOID99. EH0344 EH0344.The dynamic height is computed by dividing the NAVD 88 EH0344.geopotential number by the normal gravity value computed on the EH0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0344.degrees latitude (g = 980.6199 gals.). EH0344 EH0344.The modeled gravity was interpolated from observed gravity values. EH0344 EH0344; North East Units Estimated Accuracy EH0344;SPC MS W - 546,000. 689,300. MT (+/- 180 meters Scaled) EH0344 EH0344 SUPERSEDED SURVEY CONTROL EH0344 EH0344 NGVD 29 - 55.177 (m) 181.03 (f) ADJUSTED 2 2 EH0344 EH0344.Superseded values are not recommended for survey control. EH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0344.See file dsdata.txt to determine how the superseded data were derived. EH0344 EH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU343121(NAD 83) EH0344_MARKER: DR = REFERENCE MARK DISK EH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0344_STAMPING: RICH NO 3 1929 EH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0344+STABILITY: SURFACE MOTION EH0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0344+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 EH0344 EH0344 HISTORY - Date Condition Report By EH0344 HISTORY - 1953 MONUMENTED CGS EH0344 HISTORY - 1974 GOOD MSHD EH0344 HISTORY - 20030722 GOOD USACE EH0344 EH0344 STATION DESCRIPTION EH0344 EH0344'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0344'2.5 MI SE FROM LULA. EH0344'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF LULA IN THE WEST ANGLE OF EH0344'THE CROSSING OF THE I.C.R.R. TRACK WITH A FIELD ROAD, 0.9 MILE EH0344'SOUTHEAST ALONG THE RAILROAD TRACK FROM THE CROSSING OF U.S. HIGHWAY EH0344'61, 0.5 MILE NORTHWEST OF THE COMMUNITY OF RICH IN THE SOUTHWEST 1/4 EH0344'OF SECTION 31, T 30N, R 2W. IT IS 162.20 FEET SOUTH OF THE STATION, EH0344'44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 91 FEET SOUTHWEST OF POWER EH0344'POLE NO. 16, 16 FEET WEST OF THE CENTER OF A FIELD ROAD, 2 FEET NORTH EH0344'OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE EH0344'TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND PROJECTS EH0344'8 INCHES. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. EH0344'HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY 61 EH0344'FOR 0.1 MILE TO A CROSSROAD. TURN LEFT AND GO EAST ON A BLACK TOP EH0344'ROAD FOR 0.8 MILE TO A T INTERSECTION. CONTINUE STRAIGHT AHEAD ON A EH0344'FIELD ROAD FOR 0.1 MILE TO THE RAILROAD TRACK. TURN LEFT AND GO EH0344'WEST-NORTHWEST ALONG THE NORTHEAST SIDE OF THE TRACK FOR 0.15 MILE TO EH0344'A FIELD ROAD AND THE MARK ON THE LEFT. EH0344 EH0344 STATION RECOVERY (2003) EH0344 EH0344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0344'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0346 *********************************************************************** EH0346 DESIGNATION - RICH RM 4 EH0346 PID - EH0346 EH0346 STATE/COUNTY- MS/COAHOMA EH0346 USGS QUAD - LULA (1969) EH0346 EH0346 *CURRENT SURVEY CONTROL EH0346 ___________________________________________________________________ EH0346* NAD 83(1986)- 34 25 26. (N) 090 26 59. (W) SCALED EH0346* NAVD 88 - 55.298 (meters) 181.42 (feet) ADJUSTED EH0346 ___________________________________________________________________ EH0346 GEOID HEIGHT- -26.75 (meters) GEOID99 EH0346 DYNAMIC HT - 55.245 (meters) 181.25 (feet) COMP EH0346 MODELED GRAV- 979,671.1 (mgal) NAVD 88 EH0346 EH0346 VERT ORDER - SECOND CLASS II EH0346 EH0346.The horizontal coordinates were scaled from a topographic map and have EH0346.an estimated accuracy of +/- 6 seconds. EH0346 EH0346.The orthometric height was determined by differential leveling EH0346.and adjusted by the National Geodetic Survey in June 1991. EH0346 EH0346.The geoid height was determined by GEOID99. EH0346 EH0346.The dynamic height is computed by dividing the NAVD 88 EH0346.geopotential number by the normal gravity value computed on the EH0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0346.degrees latitude (g = 980.6199 gals.). EH0346 EH0346.The modeled gravity was interpolated from observed gravity values. EH0346 EH0346; North East Units Estimated Accuracy EH0346;SPC MS W - 545,970. 689,300. MT (+/- 180 meters Scaled) EH0346 EH0346 SUPERSEDED SURVEY CONTROL EH0346 EH0346 NGVD 29 - 55.340 (m) 181.56 (f) ADJUSTED 2 2 EH0346 EH0346.Superseded values are not recommended for survey control. EH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0346.See file dsdata.txt to determine how the superseded data were derived. EH0346 EH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU343121(NAD 83) EH0346_MARKER: DR = REFERENCE MARK DISK EH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0346_STAMPING: RICK RM 4 1929 EH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0346+STABILITY: SURFACE MOTION EH0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0346+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 EH0346 EH0346 HISTORY - Date Condition Report By EH0346 HISTORY - 1953 MONUMENTED CGS EH0346 HISTORY - 1974 GOOD MSHD EH0346 HISTORY - 20030722 GOOD USACE EH0346 EH0346 STATION DESCRIPTION EH0346 EH0346'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0346'2.5 MI SE FROM LULA. EH0346'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF LULA IN THE WEST ANGLE OF EH0346'THE CROSSING OF THE I.C.R.R. TRACK, 0.9 MILE SOUTHEAST ALONG THE EH0346'RAILROAD TRACK FROM THE INTERSECTION OF U.S. HIGHWAY 61, 0.5 MILE EH0346'NORTHWEST OF THE COMMUNITY OF RICK IN THE SOUTHWEST 1/4 OF SECTION 31, EH0346'T 30N, R 2W. IT IS 116.51 FEET WEST-NORTHWEST OF THE STATION, 45 FEET EH0346'SOUTHWEST OF THE SOUTHWEST RAIL, 113 FEET SOUTHWEST OF A POWER POLE, EH0346'1.5 FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHWEST OF A METAL EH0346'WITNESS POLE SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH EH0346'THE TRACK AND PROJECTS 8 INCHES. TO REACH FROM THE JUNCTION OF U.S. EH0346'HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO EH0346'SOUTH ON U.S. HIGHWAY 61 FOR 0.1 MILE TO A CROSSROAD. TURN LEFT AND EH0346'GO EAST ON A BLACK TOP ROAD FOR 0.8 MILE TO A T INTERSECTION. CONTINUE EH0346'STRAIGHT AHEAD ON A FIELD ROAD FOR 0.1 MILE TO THE RAILROAD TRACK. EH0346'TURN LEFT AND GO WEST-NORTHWEST ALONG THE NORTHEAST SIDE OF THE TRACK EH0346'FOR 0.15 MILE TO THE MARK ON THE LEFT JUST BEYOND A FIELD ROAD. EH0346 EH0346 STATION RECOVERY (2003) EH0346 EH0346'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0346'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0293 *********************************************************************** EH0293 DESIGNATION - W 244 EH0293 PID - EH0293 EH0293 STATE/COUNTY- MS/COAHOMA EH0293 USGS QUAD - LULA (1969) EH0293 EH0293 *CURRENT SURVEY CONTROL EH0293 ___________________________________________________________________ EH0293* NAD 83(1986)- 34 27 18. (N) 090 29 45. (W) SCALED EH0293* NAVD 88 - 54.742 (meters) 179.60 (feet) ADJUSTED EH0293 ___________________________________________________________________ EH0293 GEOID HEIGHT- -26.81 (meters) GEOID99 EH0293 DYNAMIC HT - 54.689 (meters) 179.43 (feet) COMP EH0293 MODELED GRAV- 979,670.9 (mgal) NAVD 88 EH0293 EH0293 VERT ORDER - FIRST CLASS I EH0293 EH0293.The horizontal coordinates were scaled from a topographic map and have EH0293.an estimated accuracy of +/- 6 seconds. EH0293 EH0293.The orthometric height was determined by differential leveling EH0293.and adjusted by the National Geodetic Survey in June 1991. EH0293 EH0293.The geoid height was determined by GEOID99. EH0293 EH0293.The dynamic height is computed by dividing the NAVD 88 EH0293.geopotential number by the normal gravity value computed on the EH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0293.degrees latitude (g = 980.6199 gals.). EH0293 EH0293.The modeled gravity was interpolated from observed gravity values. EH0293 EH0293; North East Units Estimated Accuracy EH0293;SPC MS W - 549,430. 685,070. MT (+/- 180 meters Scaled) EH0293 EH0293 SUPERSEDED SURVEY CONTROL EH0293 EH0293 NGVD 29 - 54.781 (m) 179.73 (f) ADJUSTED 1 1 EH0293 EH0293.Superseded values are not recommended for survey control. EH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0293.See file dsdata.txt to determine how the superseded data were derived. EH0293 EH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU300154(NAD 83) EH0293_MARKER: DV = VERTICAL CONTROL DISK EH0293_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0293+WITH SETTING: INTO GROUND EH0293_STAMPING: W 244 1974 EH0293_MARK LOGO: NGS EH0293_PROJECTION: FLUSH EH0293_MAGNETIC: I = MARKER IS A STEEL ROD EH0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0293+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 EH0293_ROD/PIPE-DEPTH: 1.29 meters EH0293 EH0293 HISTORY - Date Condition Report By EH0293 HISTORY - 1974 MONUMENTED NGS EH0293 HISTORY - 1983 GOOD USPSQD EH0293 HISTORY - 19920122 GOOD NGS EH0293 HISTORY - 20030722 GOOD USACE EH0293 EH0293 STATION DESCRIPTION EH0293 EH0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0293'0.45 MI NW FROM LULA. EH0293'ABOUT 0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH EH0293'SCHOOL AT LULA, AT THE JUNCTION OF A PAVED ROAD LEADING WEST, EH0293'SOUTHEAST AND ACROSS THE ROAD FROM A SMALL LANDING STRIP, 116 FEET EH0293'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.6 FEET SOUTH-SOUTHWEST EH0293'OF A POWER POLE WITH A GUY WIRE AND AT A POWER LINE CROSSING, 8 FEET EH0293'NORTH-NORTHEAST OF THE GUY WIRE, 0.6 FOOT SOUTHEAST OF A METAL WITNESS EH0293'POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT EH0293'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE EH0293'DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH EH0293'PLASTIC PIPE PROJECTING 0.1 FOOT. SECTION 22, T 30N, R 3W. EH0293 EH0293 STATION RECOVERY (1983) EH0293 EH0293'RECOVERY NOTE BY US POWER SQUADRON 1983 EH0293'RECOVERED IN GOOD CONDITION. EH0293 EH0293 STATION RECOVERY (1992) EH0293 EH0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0293'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST EH0293'OFFICE IN FRIARS POINT, THENCE 6.0 KM (3.70 MI) NORTHEASTERLY ALONG EH0293'SEEP WATER ROAD, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG STATE EH0293'HIGHWAY 1, THENCE 5.1 KM (3.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY EH0293'49, 66.2 M (217.2 FT) SOUTHEAST OF THE CENTERLINE OF ROLAND JONES EH0293'ROAD, 35.4 M (116.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.9 M EH0293'(6.2 FT) SOUTH-SOUTHWEST OF A WITNESS POST, 1.7 M (5.6 FT) EH0293'SOUTH-SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER AND GUY CABLE, EH0293'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE DISK IS EH0293'ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW EH0293'THE GROUND SURFACE. EH0293 EH0293 STATION RECOVERY (2003) EH0293 EH0293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0293'PART OF PVC PIPE PROTECTING MARK HAS BEEN BROKEN, BUT MARK SEEMS TO BE EH0293'STABLE AND SUITABLE FOR USE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0294 *********************************************************************** EH0294 DESIGNATION - X 244 EH0294 PID - EH0294 EH0294 STATE/COUNTY- MS/COAHOMA EH0294 USGS QUAD - LULA (1969) EH0294 EH0294 *CURRENT SURVEY CONTROL EH0294 ___________________________________________________________________ EH0294* NAD 83(1986)- 34 27 00. (N) 090 28 55. (W) SCALED EH0294* NAVD 88 - 53.996 (meters) 177.15 (feet) ADJUSTED EH0294 ___________________________________________________________________ EH0294 GEOID HEIGHT- -26.79 (meters) GEOID99 EH0294 DYNAMIC HT - 53.944 (meters) 176.98 (feet) COMP EH0294 MODELED GRAV- 979,671.3 (mgal) NAVD 88 EH0294 EH0294 VERT ORDER - FIRST CLASS I EH0294 EH0294.The horizontal coordinates were scaled from a topographic map and have EH0294.an estimated accuracy of +/- 6 seconds. EH0294 EH0294.The orthometric height was determined by differential leveling EH0294.and adjusted by the National Geodetic Survey in July 1994. EH0294 EH0294.The geoid height was determined by GEOID99. EH0294 EH0294.The dynamic height is computed by dividing the NAVD 88 EH0294.geopotential number by the normal gravity value computed on the EH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0294.degrees latitude (g = 980.6199 gals.). EH0294 EH0294.The modeled gravity was interpolated from observed gravity values. EH0294 EH0294; North East Units Estimated Accuracy EH0294;SPC MS W - 548,870. 686,340. MT (+/- 180 meters Scaled) EH0294 EH0294 SUPERSEDED SURVEY CONTROL EH0294 EH0294 NGVD 29 - 54.039 (m) 177.29 (f) ADJUSTED 1 1 EH0294 EH0294.Superseded values are not recommended for survey control. EH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0294.See file dsdata.txt to determine how the superseded data were derived. EH0294 EH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU313149(NAD 83) EH0294_MARKER: DV = VERTICAL CONTROL DISK EH0294_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0294+WITH SETTING: INTO GROUND EH0294_STAMPING: X 244 1974 EH0294_MARK LOGO: NGS EH0294_PROJECTION: RECESSED 20 CENTIMETERS EH0294_MAGNETIC: I = MARKER IS A STEEL ROD EH0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0294+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992 EH0294_ROD/PIPE-DEPTH: 1.2 meters EH0294 EH0294 HISTORY - Date Condition Report By EH0294 HISTORY - 1974 MONUMENTED NGS EH0294 HISTORY - 19920122 GOOD NGS EH0294 HISTORY - 20030722 MARK NOT FOUND USACE EH0294 EH0294 STATION DESCRIPTION EH0294 EH0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0294'IN LULA. EH0294'AT LULA, 0.45 MILE EAST ALONG FRONT AVENUE FROM THE LULA HIGH SCHOOL, EH0294'AT THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 107.5 FEET NORTHWEST EH0294'OF THE NORTHWEST RAIL AND ACROSS A GRAVEL ROAD LEADING SOUTHEAST TO A EH0294'SMALL CEMETERY, 40 FEET SOUTH OF THE CENTER LINE OF FRONT AVENUE, 4.7 EH0294'FEET EAST OF TELEPHONE POLE 1 WITH A GUY WIRE, 6.5 FEET WEST OF THE EH0294'GUY WIRE, 1 FOOT BELOW LEVEL OF THE ROAD AND ON THE TOP OF A 4-FOOT EH0294'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE EH0294'DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE EH0294'PROJECTING 0.1 FOOT. SECTION 26 ,T 30N , R3W. EH0294 EH0294 STATION RECOVERY (1992) EH0294 EH0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0294'IN LULA, AT THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD AND EH0294'LULA-MOON LAKE ROAD, 32.8 M (107.6 FT) NORTHWEST OF THE NEAR RAIL, EH0294'13.4 M (44.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING EH0294'TO THE BETHLEHEM CEMETERY, 11.8 M (38.7 FT) SOUTH OF THE ROAD EH0294'CENTERLINE, 1.6 M (5.2 FT) EAST OF UTILITY POLE NUMBER 1, 0.6 M EH0294'(2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) NORTH OF A EH0294'WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS EH0294'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE. EH0294 EH0294 STATION RECOVERY (2003) EH0294 EH0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0294'MARK NOT FOUND.