1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0461 *********************************************************************** EH0461 DESIGNATION - 1 B EH0461 PID - EH0461 EH0461 STATE/COUNTY- MS/BOLIVAR EH0461 USGS QUAD - LACONIA (1982) EH0461 EH0461 *CURRENT SURVEY CONTROL EH0461 ___________________________________________________________________ EH0461* NAD 83(1986)- 34 07 00. (N) 090 52 42. (W) SCALED EH0461* NAVD 88 - 48.986 (meters) 160.71 (feet) ADJUSTED EH0461 ___________________________________________________________________ EH0461 GEOID HEIGHT- -26.52 (meters) GEOID99 EH0461 DYNAMIC HT - 48.937 (meters) 160.55 (feet) COMP EH0461 MODELED GRAV- 979,645.3 (mgal) NAVD 88 EH0461 EH0461 VERT ORDER - FIRST CLASS I EH0461 EH0461.The horizontal coordinates were scaled from a topographic map and have EH0461.an estimated accuracy of +/- 6 seconds. EH0461 EH0461.The orthometric height was determined by differential leveling EH0461.and adjusted by the National Geodetic Survey in July 1994. EH0461.WARNING-Repeat measurements at this control monument indicate possible EH0461.vertical movement. EH0461 EH0461.The geoid height was determined by GEOID99. EH0461 EH0461.The dynamic height is computed by dividing the NAVD 88 EH0461.geopotential number by the normal gravity value computed on the EH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0461.degrees latitude (g = 980.6199 gals.). EH0461 EH0461.The modeled gravity was interpolated from observed gravity values. EH0461 EH0461; North East Units Estimated Accuracy EH0461;SPC MS W - 512,020. 649,720. MT (+/- 180 meters Scaled) EH0461 EH0461 SUPERSEDED SURVEY CONTROL EH0461 EH0461 NGVD 29 - 49.036 (m) 160.88 (f) ADJUSTED 1 1 EH0461 EH0461.Superseded values are not recommended for survey control. EH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0461.See file dsdata.txt to determine how the superseded data were derived. EH0461 EH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT956771(NAD 83) EH0461_MARKER: P = PIPE CAP EH0461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EH0461_MARK LOGO: USE EH0461_MAGNETIC: P = MARKER IS A STEEL PIPE EH0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0461+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0461 EH0461 HISTORY - Date Condition Report By EH0461 HISTORY - UNK MONUMENTED DOD EH0461 HISTORY - 1974 GOOD NGS EH0461 HISTORY - 1976 GOOD NGS EH0461 HISTORY - 1983 GOOD NGS EH0461 HISTORY - 1985 GOOD NGS EH0461 HISTORY - 19920123 GOOD NGS EH0461 HISTORY - 20030611 GOOD USACE EH0461 EH0461 STATION DESCRIPTION EH0461 EH0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0461'7.55 MI SW FROM RENA LARA. EH0461'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0461'CHURCH AT RENA LARA, THENCE 2.30 MILES WEST AND NORTHWEST ALONG A EH0461'GRAVEL ROAD, 1 MILE SOUTHWEST ALONG THE LEVEE ROAD, 0.20 MILE EH0461'SOUTH-SOUTHEAST OF THE BOUNDARY LINE BETWEEN THE MEMPHIS-VICKSBURG EH0461'DISTRICT OF USE, ALSO COAHOMA-BOLIVAR COUNTY LINE, ABOUT 341 FEET EH0461'SOUTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, ABOUT 104 FEET EH0461'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING WEST ACROSS EH0461'LEVEE, 22 FEET NORTHWEST OF A FENCE, 2 FEET WEST OF A 6-INCH CONCRETE EH0461'POST PROJECTING 3 FEET. A USE CAP ON A PIPE PROJECTING 0.1 FOOT. 1/4, EH0461'SEC 24, T 26N, R 7W. EH0461 EH0461 STATION RECOVERY (1976) EH0461 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0461'RECOVERED IN GOOD CONDITION. EH0461 EH0461 STATION RECOVERY (1983) EH0461 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 EH0461'RECOVERED IN GOOD CONDITION. EH0461 EH0461 STATION RECOVERY (1985) EH0461 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 EH0461'RECOVERED IN GOOD CONDITION. EH0461 EH0461 STATION RECOVERY (1992) EH0461 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0461'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION EH0461'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI) EH0461'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 15.4 KM (9.55 MI) EH0461'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A LEVEE, THENCE 1.7 KM EH0461'(1.05 MI) SOUTHERLY ALONG A GRAVELED ROAD ON TOP OF A LEVEE, 103.9 M EH0461'(340.9 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 31.7 M (104.0 FT) EH0461'NORTH-NORTHEAST OF THE CENTER OF A FIELD ROAD, 6.7 M (22.0 FT) EH0461'NORTHWEST OF A FENCE, 0.6 M (2.0 FT) WEST OF A CONCRETE POST, AND 0.1 EH0461'M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE PIPE CAP IS EH0461'UNSTAMPED. EH0461 EH0461 STATION RECOVERY (2003) EH0461 EH0461'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0461'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH2430 *********************************************************************** EH2430 DESIGNATION - 3 M CAP EH2430 PID - EH2430 EH2430 STATE/COUNTY- MS/BOLIVAR EH2430 USGS QUAD - ROUND LAKE (1982) EH2430 EH2430 *CURRENT SURVEY CONTROL EH2430 ___________________________________________________________________ EH2430* NAD 83(1986)- 34 03 08. (N) 090 51 18. (W) SCALED EH2430* NAVD 88 - 48.144 (meters) 157.95 (feet) ADJUSTED EH2430 ___________________________________________________________________ EH2430 GEOID HEIGHT- -26.48 (meters) GEOID99 EH2430 DYNAMIC HT - 48.096 (meters) 157.79 (feet) COMP EH2430 MODELED GRAV- 979,642.2 (mgal) NAVD 88 EH2430 EH2430 VERT ORDER - FIRST CLASS I EH2430 EH2430.The horizontal coordinates were scaled from a topographic map and have EH2430.an estimated accuracy of +/- 6 seconds. EH2430 EH2430.The orthometric height was determined by differential leveling EH2430.and adjusted by the National Geodetic Survey in June 1991. EH2430 EH2430.The geoid height was determined by GEOID99. EH2430 EH2430.The dynamic height is computed by dividing the NAVD 88 EH2430.geopotential number by the normal gravity value computed on the EH2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH2430.degrees latitude (g = 980.6199 gals.). EH2430 EH2430.The modeled gravity was interpolated from observed gravity values. EH2430 EH2430; North East Units Estimated Accuracy EH2430;SPC MS W - 504,860. 651,840. MT (+/- 180 meters Scaled) EH2430 EH2430 SUPERSEDED SURVEY CONTROL EH2430 EH2430 NGVD 29 - 48.19 (m) 158.1 (f) RESET 3 EH2430 EH2430.Superseded values are not recommended for survey control. EH2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2430.See file dsdata.txt to determine how the superseded data were derived. EH2430 EH2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT979700(NAD 83) EH2430_MARKER: P = PIPE CAP EH2430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EH2430_STAMPING: 3 M 1929 157 EH2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH2430+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH2430 EH2430 HISTORY - Date Condition Report By EH2430 HISTORY - 1929 MONUMENTED DOD EH2430 HISTORY - 1974 GOOD NGS EH2430 HISTORY - 20030611 GOOD USACE EH2430 EH2430 STATION DESCRIPTION EH2430 EH2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH2430'8.55 MI SW FROM RENA LARA. EH2430'ABOUT 8.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH2430'CHURCH AT RENA LARA, THENCE 0.10 MILE WEST ALONG A PAVED ROAD LEADING EH2430'WEST TO THE LEVEE AT THE COMMUNITY OF ROUND LAKE, ON THE PROPERTY OF EH2430'HATTIE ROBINSON, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.6 EH2430'FEET WEST OF THE SOUTHWEST CORNER OF THE CLOSED IN PORCH OF THE GRAY EH2430'SIDING HOUSE, 2.4 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD. A EH2430'USE CAP ON THE TOP OF AN IRON PIPE PROJECTING 0.9 FOOT, SEC 7, T 25 N, EH2430'R 6 W. EH2430 EH2430 STATION RECOVERY (2003) EH2430 EH2430'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH2430'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0660 *********************************************************************** EH0660 DESIGNATION - 61 V 207 EH0660 PID - EH0660 EH0660 STATE/COUNTY- MS/BOLIVAR EH0660 USGS QUAD - DUNCAN (1967) EH0660 EH0660 *CURRENT SURVEY CONTROL EH0660 ___________________________________________________________________ EH0660* NAD 83(1986)- 34 01 40. (N) 090 44 50. (W) SCALED EH0660* NAVD 88 - 47.677 (meters) 156.42 (feet) ADJUSTED EH0660 ___________________________________________________________________ EH0660 GEOID HEIGHT- -26.43 (meters) GEOID99 EH0660 DYNAMIC HT - 47.630 (meters) 156.27 (feet) COMP EH0660 MODELED GRAV- 979,643.2 (mgal) NAVD 88 EH0660 EH0660 VERT ORDER - SECOND CLASS II EH0660 EH0660.The horizontal coordinates were scaled from a topographic map and have EH0660.an estimated accuracy of +/- 6 seconds. EH0660 EH0660.The orthometric height was determined by differential leveling EH0660.and adjusted by the National Geodetic Survey in June 1991. EH0660 EH0660.The geoid height was determined by GEOID99. EH0660 EH0660.The dynamic height is computed by dividing the NAVD 88 EH0660.geopotential number by the normal gravity value computed on the EH0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0660.degrees latitude (g = 980.6199 gals.). EH0660 EH0660.The modeled gravity was interpolated from observed gravity values. EH0660 EH0660; North East Units Estimated Accuracy EH0660;SPC MS W - 502,110. 661,780. MT (+/- 180 meters Scaled) EH0660 EH0660 SUPERSEDED SURVEY CONTROL EH0660 EH0660 NGVD 29 - 47.747 (m) 156.65 (f) ADJUSTED 2 2 EH0660 EH0660.Superseded values are not recommended for survey control. EH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0660.See file dsdata.txt to determine how the superseded data were derived. EH0660 EH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT079675(NAD 83) EH0660_MARKER: DB = BENCH MARK DISK EH0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0660_STAMPING: BM 61-207 1974 EH0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0660+STABILITY: SURFACE MOTION EH0660 EH0660 HISTORY - Date Condition Report By EH0660 HISTORY - 1974 MONUMENTED MSHD EH0660 HISTORY - 20030611 MARK NOT FOUND USACE EH0660 EH0660 STATION DESCRIPTION EH0660 EH0660'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0660'1 MI S FROM DUNCAN. EH0660'THE MARK IS LOCATED 1 MILE SOUTH OF DUNCAN IN THE NORTH ANGLE OF A EH0660'CROSSROAD AND A ROAD LEADING EAST 5.6 MILES NORTH-NORTHEAST OF SHELBY, EH0660'1.5 MILES NORTH OF THE COMMUNITY OF HUSHPUCKENA IN THE NORTHWEST EH0660'CORNER OF SECTION 20, T 25N, R 5W. IT IS 84 FEET WEST OF THE CENTER EH0660'OF HIGHAY 61, 28 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 231 FEET EH0660'NORTHWEST OF THE CENTER OF THE INTERSECTION OF ROADS AND U.S. HIGHWAY EH0660'61, 2 FEET NORTH-NORTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL EH0660'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT EH0660'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH EH0660'FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EH0660'EDGE OF DUNCAN GO SOUTH OF U.S. HIGHWAY 61 FOR 1.1 MILES TO THE MARK EH0660'ON THE RIGHT JUST BEFORE REACHING A CROSSROAD. EH0660 EH0660 STATION RECOVERY (2003) EH0660 EH0660'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0660'SUSPECTED DESTROYED DUE TO NEW HIGHWAY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0661 *********************************************************************** EH0661 DESIGNATION - 61 V 208 EH0661 PID - EH0661 EH0661 STATE/COUNTY- MS/BOLIVAR EH0661 USGS QUAD - DUNCAN (1967) EH0661 EH0661 *CURRENT SURVEY CONTROL EH0661 ___________________________________________________________________ EH0661* NAD 83(1986)- 34 02 33. (N) 090 44 28. (W) SCALED EH0661* NAVD 88 - 47.828 (meters) 156.92 (feet) ADJUSTED EH0661 ___________________________________________________________________ EH0661 GEOID HEIGHT- -26.43 (meters) GEOID99 EH0661 DYNAMIC HT - 47.780 (meters) 156.76 (feet) COMP EH0661 MODELED GRAV- 979,644.4 (mgal) NAVD 88 EH0661 EH0661 VERT ORDER - SECOND CLASS II EH0661 EH0661.The horizontal coordinates were scaled from a topographic map and have EH0661.an estimated accuracy of +/- 6 seconds. EH0661 EH0661.The orthometric height was determined by differential leveling EH0661.and adjusted by the National Geodetic Survey in June 1991. EH0661 EH0661.The geoid height was determined by GEOID99. EH0661 EH0661.The dynamic height is computed by dividing the NAVD 88 EH0661.geopotential number by the normal gravity value computed on the EH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0661.degrees latitude (g = 980.6199 gals.). EH0661 EH0661.The modeled gravity was interpolated from observed gravity values. EH0661 EH0661; North East Units Estimated Accuracy EH0661;SPC MS W - 503,740. 662,350. MT (+/- 180 meters Scaled) EH0661 EH0661 SUPERSEDED SURVEY CONTROL EH0661 EH0661 NGVD 29 - 47.893 (m) 157.13 (f) ADJUSTED 2 2 EH0661 EH0661.Superseded values are not recommended for survey control. EH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0661.See file dsdata.txt to determine how the superseded data were derived. EH0661 EH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT085691(NAD 83) EH0661_MARKER: DD = SURVEY DISK EH0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0661_STAMPING: BM 61V 208 1974 EH0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0661+STABILITY: SURFACE MOTION EH0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0661+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0661 EH0661 HISTORY - Date Condition Report By EH0661 HISTORY - 1974 MONUMENTED MSHD EH0661 HISTORY - 20030611 GOOD USACE EH0661 EH0661 STATION DESCRIPTION EH0661 EH0661'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0661'0.2 MI E FROM DUNCAN. EH0661'THE MARK IS LOCATED ABOUT 0.2 MILES EAST OF THE CENTER OF DUNCAN AT EH0661'THE NORTHWEST CORNER OF THE GYMNASIUM OF AN ABANDONED SCHOOL THAT IS EH0661'NOW IN THE PROCESS OF BEING CONVERTED TO THE OAK GROVE RETIREMENT HOME EH0661'IN THE NORTHWEST 1/4 OF SECTION 17, T 25N, R 5W. IT IS 33 FEET SOUTH EH0661'OF THE CENTER OF A BLACK TOP ROAD, 102 FEET NORTHEAST OF THE NORTHEAST EH0661'CORNER OF THE ABANDONED BRICK SCHOOL, 57 FEET SOUTH OF A POWER POLE EH0661'WITH A GUY WIRE AND A TRANSFORMER, 7.5 FEET SOUTHEAST OF A POLE WITH A EH0661'LIGHT ON IT, 1.5 FEET WEST OF THE NORTHWEST CORNER OF THE GYMNASIUM, 1 EH0661'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE EH0661'POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 1 INCH. TO REACH FROM THE EH0661'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AND A BLACK TOP ROAD EH0661'LEADING WEST AT THE EAST EDGE OF DUNCAN GO WEST ON THE BLACK TOP ROAD EH0661'FOR 0.1 MILE TO THE ABANDONED SCHOOL AND THE MARK ON THE LEFT. NOTE-- EH0661'THE GYMNASIUM WILL PROBABLY BE TORN DOWN SOON. EH0661 EH0661 STATION RECOVERY (2003) EH0661 EH0661'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0661'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0662 *********************************************************************** EH0662 DESIGNATION - 61 V 209 EH0662 PID - EH0662 EH0662 STATE/COUNTY- MS/BOLIVAR EH0662 USGS QUAD - DUNCAN (1967) EH0662 EH0662 *CURRENT SURVEY CONTROL EH0662 ___________________________________________________________________ EH0662* NAD 83(1986)- 34 03 09. (N) 090 44 02. (W) SCALED EH0662* NAVD 88 - 47.371 (meters) 155.42 (feet) ADJUSTED EH0662 ___________________________________________________________________ EH0662 GEOID HEIGHT- -26.43 (meters) GEOID99 EH0662 DYNAMIC HT - 47.324 (meters) 155.26 (feet) COMP EH0662 MODELED GRAV- 979,645.3 (mgal) NAVD 88 EH0662 EH0662 VERT ORDER - SECOND CLASS II EH0662 EH0662.The horizontal coordinates were scaled from a topographic map and have EH0662.an estimated accuracy of +/- 6 seconds. EH0662 EH0662.The orthometric height was determined by differential leveling EH0662.and adjusted by the National Geodetic Survey in June 1991. EH0662 EH0662.The geoid height was determined by GEOID99. EH0662 EH0662.The dynamic height is computed by dividing the NAVD 88 EH0662.geopotential number by the normal gravity value computed on the EH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0662.degrees latitude (g = 980.6199 gals.). EH0662 EH0662.The modeled gravity was interpolated from observed gravity values. EH0662 EH0662; North East Units Estimated Accuracy EH0662;SPC MS W - 504,840. 663,020. MT (+/- 180 meters Scaled) EH0662 EH0662 SUPERSEDED SURVEY CONTROL EH0662 EH0662 NGVD 29 - 47.432 (m) 155.62 (f) ADJUSTED 2 2 EH0662 EH0662.Superseded values are not recommended for survey control. EH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0662.See file dsdata.txt to determine how the superseded data were derived. EH0662 EH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT091702(NAD 83) EH0662_MARKER: DD = SURVEY DISK EH0662_SETTING: 30 = CULVERT EH0662_STAMPING: BM 61V 209 1974 EH0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0662 EH0662 HISTORY - Date Condition Report By EH0662 HISTORY - 1974 MONUMENTED MSHD EH0662 HISTORY - 20030611 POOR USACE EH0662 EH0662 STATION DESCRIPTION EH0662 EH0662'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0662'0.9 MI NE FROM DUNCAN. EH0662'THE MARK IS LOCATED 0.9 MILE NORTHEAST OF DUNCAN IN THE SOUTH END OF EH0662'THE WEST HEADWALL 3 X 3 FOOT BOX CULVERT, 2.7 MILES SOUTHWEST OF EH0662'ALLIGATOR IN THE SOUTHEAST 1/4 OF SECTION 6, T 25N, R 5W. IT IS 31 EH0662'FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY 61, 85 FEET WEST OF A EH0662'POWER POLE, 83.5 FEET NORTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 1 EH0662'FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH EH0662'END OF THE WEST HEADWALL OF A 3 X 3 FOOT CONCRETE BOX CULVERT AND IS EH0662'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE EH0662'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF EH0662'DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 0.8 MILE TO THE CULVERT AND THE EH0662'MARK ON THE LEFT. EH0662 EH0662 STATION RECOVERY (2003) EH0662 EH0662'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0662'MARK DESTROYED, CULVERT REPLACED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0663 *********************************************************************** EH0663 DESIGNATION - 61 V 210 EH0663 PID - EH0663 EH0663 STATE/COUNTY- MS/BOLIVAR EH0663 USGS QUAD - DUNCAN (1967) EH0663 EH0663 *CURRENT SURVEY CONTROL EH0663 ___________________________________________________________________ EH0663* NAD 83(1986)- 34 03 52. (N) 090 43 31. (W) SCALED EH0663* NAVD 88 - 48.135 (meters) 157.92 (feet) ADJUSTED EH0663 ___________________________________________________________________ EH0663 GEOID HEIGHT- -26.44 (meters) GEOID99 EH0663 DYNAMIC HT - 48.087 (meters) 157.77 (feet) COMP EH0663 MODELED GRAV- 979,646.3 (mgal) NAVD 88 EH0663 EH0663 VERT ORDER - SECOND CLASS II EH0663 EH0663.The horizontal coordinates were scaled from a topographic map and have EH0663.an estimated accuracy of +/- 6 seconds. EH0663 EH0663.The orthometric height was determined by differential leveling EH0663.and adjusted by the National Geodetic Survey in June 1991. EH0663 EH0663.The geoid height was determined by GEOID99. EH0663 EH0663.The dynamic height is computed by dividing the NAVD 88 EH0663.geopotential number by the normal gravity value computed on the EH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0663.degrees latitude (g = 980.6199 gals.). EH0663 EH0663.The modeled gravity was interpolated from observed gravity values. EH0663 EH0663; North East Units Estimated Accuracy EH0663;SPC MS W - 506,170. 663,820. MT (+/- 180 meters Scaled) EH0663 EH0663 SUPERSEDED SURVEY CONTROL EH0663 EH0663 NGVD 29 - 48.193 (m) 158.11 (f) ADJUSTED 2 2 EH0663 EH0663.Superseded values are not recommended for survey control. EH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0663.See file dsdata.txt to determine how the superseded data were derived. EH0663 EH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT099716(NAD 83) EH0663_MARKER: DD = SURVEY DISK EH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0663_STAMPING: BM 61V 210 1974 EH0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0663+STABILITY: SURFACE MOTION EH0663 EH0663 HISTORY - Date Condition Report By EH0663 HISTORY - 1974 MONUMENTED MSHD EH0663 HISTORY - 20030611 MARK NOT FOUND USACE EH0663 EH0663 STATION DESCRIPTION EH0663 EH0663'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0663'1.75 MI NNE FROM DUNCAN. EH0663'THE MARK IS LOCATED 1.75 MILES NORTH-NORTHEAST OF DUNCAN AT THE EH0663'JUNCTION OF A GRAVELED ROAD LEADING NORTH TO ALLIGATOR WITH U.S. EH0663'HIGHWAY 61, 1.9 MILES SOUTH OF THE COMMUNITY OF ALLIGATOR IN THE EH0663'SOUTHWEST 1/4 OF SECTION 4, T 25N, R 5W. IT IS 68.5 FEET EH0663'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 61, 42 FEET WEST OF THE CENTER EH0663'OF A GRAVELED ROAD, 26.5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL EH0663'SHED ON THE NORTH SIDE OF AN OPEN SHED, 60 FEET SOUTH OF A 12 INCH EH0663'PECAN, 8 FEET WEST OF POWER POLE NO. P9, 27.5 FEET SOUTH OF A FENCE EH0663'CORNER, 2 FEET EAST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS EH0663'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1/2 FOOT BELOW THE EH0663'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE EH0663'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF EH0663'DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 1.75 MILES TO AN ANGLING SIDE EH0663'ROAD AND THE MARK ON THE LEFT. EH0663 EH0663 STATION RECOVERY (2003) EH0663 EH0663'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0663'HIGHWAY CONSTRUCTION IN AREA, ALL REFERENCES MISSING. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0664 *********************************************************************** EH0664 DESIGNATION - 61 V 211 EH0664 PID - EH0664 EH0664 STATE/COUNTY- MS/BOLIVAR EH0664 USGS QUAD - DUNCAN (1967) EH0664 EH0664 *CURRENT SURVEY CONTROL EH0664 ___________________________________________________________________ EH0664* NAD 83(1986)- 34 04 13. (N) 090 43 17. (W) SCALED EH0664* NAVD 88 - 48.166 (meters) 158.02 (feet) ADJUSTED EH0664 ___________________________________________________________________ EH0664 GEOID HEIGHT- -26.44 (meters) GEOID99 EH0664 DYNAMIC HT - 48.118 (meters) 157.87 (feet) COMP EH0664 MODELED GRAV- 979,646.8 (mgal) NAVD 88 EH0664 EH0664 VERT ORDER - SECOND CLASS II EH0664 EH0664.The horizontal coordinates were scaled from a topographic map and have EH0664.an estimated accuracy of +/- 6 seconds. EH0664 EH0664.The orthometric height was determined by differential leveling EH0664.and adjusted by the National Geodetic Survey in June 1991. EH0664 EH0664.The geoid height was determined by GEOID99. EH0664 EH0664.The dynamic height is computed by dividing the NAVD 88 EH0664.geopotential number by the normal gravity value computed on the EH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0664.degrees latitude (g = 980.6199 gals.). EH0664 EH0664.The modeled gravity was interpolated from observed gravity values. EH0664 EH0664; North East Units Estimated Accuracy EH0664;SPC MS W - 506,810. 664,180. MT (+/- 180 meters Scaled) EH0664 EH0664 SUPERSEDED SURVEY CONTROL EH0664 EH0664 NGVD 29 - 48.221 (m) 158.21 (f) ADJUSTED 2 2 EH0664 EH0664.Superseded values are not recommended for survey control. EH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0664.See file dsdata.txt to determine how the superseded data were derived. EH0664 EH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT102722(NAD 83) EH0664_MARKER: DD = SURVEY DISK EH0664_SETTING: 30 = CULVERT EH0664_STAMPING: BM 61V 211 1974 EH0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0664 EH0664 HISTORY - Date Condition Report By EH0664 HISTORY - 1974 MONUMENTED MSHD EH0664 HISTORY - 20030611 POOR USACE EH0664 EH0664 STATION DESCRIPTION EH0664 EH0664'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0664'1.4 MI S FROM ALLIGATOR. EH0664'THE MARK IS LOCATED 2.3 MILES NORTHEAST OF DUNCAN IN THE WEST HEADWALL EH0664'OF A BOX CULVERT, 1.4 MILES SOUTH OF THE COMMUNITY OF ALLIGATOR IN THE EH0664'SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 4, T 25N, R 5W. IT IS EH0664'22.5 FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY 61, 94 FEET WEST OF EH0664'A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE EH0664'IN THE SOUTH END OF THE WEST HEADWALL OF A 4 X 2 FOOT CONCRETE BOX EH0664'CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. TO REACH EH0664'FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EH0664'EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 1.75 MILES TO AN EH0664'ANGLING SIDE ROAD LEFT. CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.45 EH0664'MILES TO THE CULVERT AND THE MARK ON THE LEFT. EH0664 EH0664 STATION RECOVERY (2003) EH0664 EH0664'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0664'MARK DESTROYED, CULVERT REPLACED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0665 *********************************************************************** EH0665 DESIGNATION - 61 V 212 EH0665 PID - EH0665 EH0665 STATE/COUNTY- MS/BOLIVAR EH0665 USGS QUAD - DUNCAN (1967) EH0665 EH0665 *CURRENT SURVEY CONTROL EH0665 ___________________________________________________________________ EH0665* NAD 83(1986)- 34 04 54. (N) 090 42 49. (W) SCALED EH0665* NAVD 88 - 48.219 (meters) 158.20 (feet) ADJUSTED EH0665 ___________________________________________________________________ EH0665 GEOID HEIGHT- -26.44 (meters) GEOID99 EH0665 DYNAMIC HT - 48.171 (meters) 158.04 (feet) COMP EH0665 MODELED GRAV- 979,647.7 (mgal) NAVD 88 EH0665 EH0665 VERT ORDER - SECOND CLASS II EH0665 EH0665.The horizontal coordinates were scaled from a topographic map and have EH0665.an estimated accuracy of +/- 6 seconds. EH0665 EH0665.The orthometric height was determined by differential leveling EH0665.and adjusted by the National Geodetic Survey in June 1991. EH0665 EH0665.The geoid height was determined by GEOID99. EH0665 EH0665.The dynamic height is computed by dividing the NAVD 88 EH0665.geopotential number by the normal gravity value computed on the EH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0665.degrees latitude (g = 980.6199 gals.). EH0665 EH0665.The modeled gravity was interpolated from observed gravity values. EH0665 EH0665; North East Units Estimated Accuracy EH0665;SPC MS W - 508,070. 664,900. MT (+/- 180 meters Scaled) EH0665 EH0665 SUPERSEDED SURVEY CONTROL EH0665 EH0665 NGVD 29 - 48.271 (m) 158.37 (f) ADJUSTED 2 2 EH0665 EH0665.Superseded values are not recommended for survey control. EH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0665.See file dsdata.txt to determine how the superseded data were derived. EH0665 EH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT109735(NAD 83) EH0665_MARKER: DD = SURVEY DISK EH0665_SETTING: 36 = BRIDGE EH0665_STAMPING: BM 61V 212 1974 EH0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0665 EH0665 HISTORY - Date Condition Report By EH0665 HISTORY - 1974 MONUMENTED MSHD EH0665 HISTORY - 20030611 POOR USACE EH0665 EH0665 STATION DESCRIPTION EH0665 EH0665'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0665'0.6 MI SE FROM ALLIGATOR. EH0665'THE MARK IS LOCATED 0.6 MILE SOUTHEAST OF THE CENTER OF ALLIGATOR IN EH0665'THE BASE ON THE NORTH END OF THE WEST RAILING OF A 210 FOOT BRIDGE EH0665'OVER ALLIGATOR BAYOU, 3.3 MILES NORTH-NORTHEAST OF DUNCAN IN THE EH0665'NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 33, T 26N, R 5W. IT IS EH0665'13 FEET WEST OF THE CENTER OF HIGHWAY 61, 66.5 FEET SOUTHEAST OF A EH0665'TELEPHONE CABLE POLE, 1.5 FEET EAST OF A METAL WITNESS POST SET IN A EH0665'DRILL HOLE IN THE BASE OF THE NORTH END OF THE WEST RAILING OF A EH0665'CONCRETE BRIDGE AND IS ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY. EH0665'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT EH0665'THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 3.15 MILES TO EH0665'THE BRIDGE AND THE MARK ON THE LEFT JUST BEYOND A CROSSROAD. EH0665 EH0665 STATION RECOVERY (2003) EH0665 EH0665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0665'MARK DESTROYED, BRIDGE REPLACED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0666 *********************************************************************** EH0666 DESIGNATION - 61 V 213 EH0666 PID - EH0666 EH0666 STATE/COUNTY- MS/BOLIVAR EH0666 USGS QUAD - DUNCAN (1967) EH0666 EH0666 *CURRENT SURVEY CONTROL EH0666 ___________________________________________________________________ EH0666* NAD 83(1986)- 34 05 33. (N) 090 42 24. (W) SCALED EH0666* NAVD 88 - 48.279 (meters) 158.40 (feet) ADJUSTED EH0666 ___________________________________________________________________ EH0666 GEOID HEIGHT- -26.45 (meters) GEOID99 EH0666 DYNAMIC HT - 48.231 (meters) 158.24 (feet) COMP EH0666 MODELED GRAV- 979,648.5 (mgal) NAVD 88 EH0666 EH0666 VERT ORDER - SECOND CLASS II EH0666 EH0666.The horizontal coordinates were scaled from a topographic map and have EH0666.an estimated accuracy of +/- 6 seconds. EH0666 EH0666.The orthometric height was determined by differential leveling EH0666.and adjusted by the National Geodetic Survey in June 1991. EH0666 EH0666.The geoid height was determined by GEOID99. EH0666 EH0666.The dynamic height is computed by dividing the NAVD 88 EH0666.geopotential number by the normal gravity value computed on the EH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0666.degrees latitude (g = 980.6199 gals.). EH0666 EH0666.The modeled gravity was interpolated from observed gravity values. EH0666 EH0666; North East Units Estimated Accuracy EH0666;SPC MS W - 509,270. 665,550. MT (+/- 180 meters Scaled) EH0666 EH0666 SUPERSEDED SURVEY CONTROL EH0666 EH0666 NGVD 29 - 48.327 (m) 158.55 (f) ADJUSTED 2 2 EH0666 EH0666.Superseded values are not recommended for survey control. EH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0666.See file dsdata.txt to determine how the superseded data were derived. EH0666 EH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT115747(NAD 83) EH0666_MARKER: DD = SURVEY DISK EH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0666_STAMPING: BM 61V 213 1974 EH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0666+STABILITY: SURFACE MOTION EH0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0666+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0666 EH0666 HISTORY - Date Condition Report By EH0666 HISTORY - 1974 MONUMENTED MSHD EH0666 HISTORY - 20030611 GOOD USACE EH0666 EH0666 STATION DESCRIPTION EH0666 EH0666'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0666'0.7 MI E FROM ALLIGATOR. EH0666'THE MARK IS LOCATED 0.7 MILE EAST OF ALLIGATOR NEAR THE SOUTHWEST EH0666'CORNER OF A SMALL METAL OFFICE BUILDING AT A SMALL DIRT AIRSTRIP, 4 EH0666'MILES NORTHEAST OF DUNCAN, 3.5 MILES SOUTHWEST OF BOBO IN THE EH0666'SOUTHWEST 1/4 OF SECTION 27, T 26N, R 5W. IT IS 233 FEET NORTHWEST OF EH0666'THE CENTER OF HIGHWAY 61, 126.5 FEET WEST-NORTHWEST OF THE SOUTHWEST EH0666'CORNER OF A CONCRETE APRON FOR PARKING PLANES WHILE BEING SERVICED, 65 EH0666'FEET SOUTH OF A SMALL RADIO MAST, 19.5 FEET NORTH OF THE CENTER PIPE EH0666'OF A WATER WELL, 2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A EH0666'SMALL METAL OFFICE BUILDING, 2 FEET SOUTH OF POLE NO. 3747 (POLE EH0666'SUPPORTS WIND SOCK) 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE EH0666'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE EH0666'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF EH0666'STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO EH0666'NORTH ON U.S. HIGHWAY 61 FOR 3.1 MILES TO A CROSSROAD. CONTINUE NORTH EH0666'ON U.S. HIGHWAY 61 FOR 0.85 MILE TO THE AIR FIELD AND THE MARK ON THE EH0666'LEFT. EH0666 EH0666 STATION RECOVERY (2003) EH0666 EH0666'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0666'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0667 *********************************************************************** EH0667 DESIGNATION - 61 V 214 EH0667 PID - EH0667 EH0667 STATE/COUNTY- MS/BOLIVAR EH0667 USGS QUAD - DUNCAN (1967) EH0667 EH0667 *CURRENT SURVEY CONTROL EH0667 ___________________________________________________________________ EH0667* NAD 83(1986)- 34 06 49. (N) 090 41 26. (W) SCALED EH0667* NAVD 88 - 49.092 (meters) 161.06 (feet) ADJUSTED EH0667 ___________________________________________________________________ EH0667 GEOID HEIGHT- -26.45 (meters) GEOID99 EH0667 DYNAMIC HT - 49.043 (meters) 160.90 (feet) COMP EH0667 MODELED GRAV- 979,650.2 (mgal) NAVD 88 EH0667 EH0667 VERT ORDER - SECOND CLASS II EH0667 EH0667.The horizontal coordinates were scaled from a topographic map and have EH0667.an estimated accuracy of +/- 6 seconds. EH0667 EH0667.The orthometric height was determined by differential leveling EH0667.and adjusted by the National Geodetic Survey in June 1991. EH0667 EH0667.The geoid height was determined by GEOID99. EH0667 EH0667.The dynamic height is computed by dividing the NAVD 88 EH0667.geopotential number by the normal gravity value computed on the EH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0667.degrees latitude (g = 980.6199 gals.). EH0667 EH0667.The modeled gravity was interpolated from observed gravity values. EH0667 EH0667; North East Units Estimated Accuracy EH0667;SPC MS W - 511,610. 667,040. MT (+/- 180 meters Scaled) EH0667 EH0667 SUPERSEDED SURVEY CONTROL EH0667 EH0667 NGVD 29 - 49.135 (m) 161.20 (f) ADJUSTED 2 2 EH0667 EH0667.Superseded values are not recommended for survey control. EH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0667.See file dsdata.txt to determine how the superseded data were derived. EH0667 EH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT130771(NAD 83) EH0667_MARKER: DD = SURVEY DISK EH0667_SETTING: 30 = CULVERT EH0667_STAMPING: BM 61V 214 1974 EH0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0667 EH0667 HISTORY - Date Condition Report By EH0667 HISTORY - 1974 MONUMENTED MSHD EH0667 HISTORY - 20030611 POOR USACE EH0667 EH0667 STATION DESCRIPTION EH0667 EH0667'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EH0667'2.4 MI NE FROM ALLIGATOR. EH0667'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF ALLIGATOR IN THE NORTHWEST EH0667'HEADWALL OF A BOX CULVERT, 6 MILES NORTH OF DUNCAN, 9.5 MILES EH0667'SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS INTERSECTION WITH U.S. EH0667'HIGHWAY 49 IN CLARKSDALE, 0.4 MILE SOUTHWEST OF A CROSSROAD AT THE EH0667'BOLIVAR-COAHOMA COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION 23, T 26N, EH0667'R 5W. IT IS 24 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 83 FEET EH0667'NORTH OF A POWER POLE, 131.5 FEET SOUTHWEST OF A 12 INCH PECAN, 27 EH0667'FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE TO A FIELD, 1 FOOT EH0667'NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHWEST EH0667'END OF THE NORTHWEST HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT AND EH0667'IS ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE EH0667'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF EH0667'DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 5.1 MILES TO A CROSSROAD. EH0667'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.8 MILE TO THE MARK ON THE EH0667'LEFT. EH0667 EH0667 STATION RECOVERY (2003) EH0667 EH0667'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0667'MARK DESTROYED, CULVERT REPLACED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0602 *********************************************************************** EH0602 DESIGNATION - ALLIGATOR RM 3 RESET EH0602 PID - EH0602 EH0602 STATE/COUNTY- MS/BOLIVAR EH0602 USGS QUAD - DUNCAN (1967) EH0602 EH0602 *CURRENT SURVEY CONTROL EH0602 ___________________________________________________________________ EH0602* NAD 83(1986)- 34 06 17. (N) 090 41 31. (W) SCALED EH0602* NAVD 88 - 48.869 (meters) 160.33 (feet) ADJUSTED EH0602 ___________________________________________________________________ EH0602 GEOID HEIGHT- -26.45 (meters) GEOID99 EH0602 DYNAMIC HT - 48.821 (meters) 160.17 (feet) COMP EH0602 MODELED GRAV- 979,649.8 (mgal) NAVD 88 EH0602 EH0602 VERT ORDER - SECOND CLASS II EH0602 EH0602.The horizontal coordinates were scaled from a topographic map and have EH0602.an estimated accuracy of +/- 6 seconds. EH0602 EH0602.The orthometric height was determined by differential leveling EH0602.and adjusted by the National Geodetic Survey in June 1991. EH0602 EH0602.The geoid height was determined by GEOID99. EH0602 EH0602.The dynamic height is computed by dividing the NAVD 88 EH0602.geopotential number by the normal gravity value computed on the EH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0602.degrees latitude (g = 980.6199 gals.). EH0602 EH0602.The modeled gravity was interpolated from observed gravity values. EH0602 EH0602; North East Units Estimated Accuracy EH0602;SPC MS W - 510,620. 666,910. MT (+/- 180 meters Scaled) EH0602 EH0602 SUPERSEDED SURVEY CONTROL EH0602 EH0602 NGVD 29 - 48.914 (m) 160.48 (f) ADJUSTED 2 2 EH0602 EH0602.Superseded values are not recommended for survey control. EH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0602.See file dsdata.txt to determine how the superseded data were derived. EH0602 EH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT129761(NAD 83) EH0602_MARKER: DR = REFERENCE MARK DISK EH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0602_STAMPING: ALLIGATOR NO 3 1929 EH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0602+STABILITY: SURFACE MOTION EH0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0602+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0602 EH0602 HISTORY - Date Condition Report By EH0602 HISTORY - 1974 MONUMENTED NGS EH0602 HISTORY - 1975 GOOD MSHD EH0602 HISTORY - 1979 POOR DOD EH0602 HISTORY - 19811001 GOOD MSSU EH0602 HISTORY - 20030611 GOOD USACE EH0602 EH0602 STATION DESCRIPTION EH0602 EH0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 EH0602'1.9 MI NE FROM ALLIGATOR. EH0602'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF ALLIGATOR ON THE SOUTH ROW EH0602'OF A COUNTY ROAD, 2.3 MILES SOUTH OF BOBO, 5.3 MILES NORTHEAST OF EH0602'DUNCAN IN THE NORTHWEST 1/4 OF SECTION 26, T 26N, R 5W. IT IS 29 FEET EH0602'SOUTH OF THE CENTER OF A GRAVELED ROAD, 174 FEET WEST-NORTHWEST OF THE EH0602'NORTHWEST CORNER OF A BRICK SIDING HOUSE, 1 FOOT WEST OF A TELEPHONE EH0602'POLE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE EH0602'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 EH0602'INCHES. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. EH0602'HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR EH0602'3.1 MILES TO A CROSSROAD NEAR ALLIGATOR. CONTINUE NORTH ON U.S. EH0602'HIGHWAY 61 FOR 1.9 MILES TO ANOTHER CROSSROAD. TURN RIGHT AND GO EAST EH0602'ON A GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT. EH0602 EH0602 STATION RECOVERY (1979) EH0602 EH0602'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979 EH0602'MARK RECOVERED IN POOR CONDITION. EH0602 EH0602 STATION RECOVERY (1981) EH0602 EH0602'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) EH0602'RECOVERED IN GOOD CONDITION. EH0602 EH0602 STATION RECOVERY (2003) EH0602 EH0602'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0602'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH2627 *********************************************************************** EH2627 DESIGNATION - B 355 EH2627 PID - EH2627 EH2627 STATE/COUNTY- MS/BOLIVAR EH2627 USGS QUAD - LACONIA (1982) EH2627 EH2627 *CURRENT SURVEY CONTROL EH2627 ___________________________________________________________________ EH2627* NAD 83(1986)- 34 06 57. (N) 090 52 58. (W) SCALED EH2627* NAVD 88 - 49.423 (meters) 162.15 (feet) ADJUSTED EH2627 ___________________________________________________________________ EH2627 GEOID HEIGHT- -26.52 (meters) GEOID99 EH2627 DYNAMIC HT - 49.374 (meters) 161.99 (feet) COMP EH2627 MODELED GRAV- 979,645.1 (mgal) NAVD 88 EH2627 EH2627 VERT ORDER - FIRST CLASS II EH2627 EH2627.The horizontal coordinates were scaled from a topographic map and have EH2627.an estimated accuracy of +/- 6 seconds. EH2627 EH2627.The orthometric height was determined by differential leveling EH2627.and adjusted by the National Geodetic Survey in June 1991. EH2627 EH2627.The geoid height was determined by GEOID99. EH2627 EH2627.The dynamic height is computed by dividing the NAVD 88 EH2627.geopotential number by the normal gravity value computed on the EH2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH2627.degrees latitude (g = 980.6199 gals.). EH2627 EH2627.The modeled gravity was interpolated from observed gravity values. EH2627 EH2627; North East Units Estimated Accuracy EH2627;SPC MS W - 511,930. 649,310. MT (+/- 180 meters Scaled) EH2627 EH2627 SUPERSEDED SURVEY CONTROL EH2627 EH2627 NGVD 29 - 49.479 (m) 162.33 (f) ADJUSTED 1 2 EH2627 EH2627.Superseded values are not recommended for survey control. EH2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2627.See file dsdata.txt to determine how the superseded data were derived. EH2627 EH2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT952770(NAD 83) EH2627_MARKER: I = METAL ROD EH2627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EH2627_STAMPING: B 355 1985 EH2627_MARK LOGO: NGS EH2627_PROJECTION: FLUSH EH2627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH2627+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH2627_ROD/PIPE-DEPTH: 23.2 meters EH2627 EH2627 HISTORY - Date Condition Report By EH2627 HISTORY - 1985 MONUMENTED NGS EH2627 HISTORY - 20030611 GOOD USACE EH2627 EH2627 STATION DESCRIPTION EH2627 EH2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 EH2627'12.7 KM (7.85 MI) SW FROM RENA LARA. EH2627'6.9 KM (4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH EH2627'IN RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG AN EH2627'ASPHALT ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE EH2627'TOP OF THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO EH2627'THE ENTRANCE OF THE PUSHMATAHA PLANTATION AND A CATTLE GUARD, EH2627'17.4 METERS (57.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CATTLE EH2627'GUARD, 0.54 METERS (1.8 FT) WEST OF A FENCE LINE, 11.0 METERS EH2627'(36.0 FT) SOUTH OF THE CENTER OF A LARGE SWINGING TWO PIECE METAL EH2627'GATE, 3.3 METERS (10.7 FT) EAST-NORTHEAST OF A TRIPLE GUYED POWERLINE EH2627'POLE WITH A TRANSFORMER ATTACHED, 17.4 METERS (57.0 FT) EAST OF THE EH2627'APPROXIMATE CENTER OF THE GRAVEL ROAD (SOUTH), AND 30.2 METERS EH2627'(99.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HUNTING CLUB BUILDING EH2627'ON STILTS. EH2627'THE MARK IS 0.54 METERS W FROM A WITNESS POST. EH2627'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD. EH2627 EH2627 STATION RECOVERY (2003) EH2627 EH2627'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH2627'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0633 *********************************************************************** EH0633 DESIGNATION - F 197 EH0633 PID - EH0633 EH0633 STATE/COUNTY- MS/BOLIVAR EH0633 USGS QUAD - DUNCAN (1967) EH0633 EH0633 *CURRENT SURVEY CONTROL EH0633 ___________________________________________________________________ EH0633* NAD 83(1986)- 34 05 41. (N) 090 44 38. (W) SCALED EH0633* NAVD 88 - 47.170 (meters) 154.76 (feet) ADJUSTED EH0633 ___________________________________________________________________ EH0633 GEOID HEIGHT- -26.47 (meters) GEOID99 EH0633 DYNAMIC HT - 47.124 (meters) 154.61 (feet) COMP EH0633 MODELED GRAV- 979,647.2 (mgal) NAVD 88 EH0633 EH0633 VERT ORDER - SECOND CLASS 0 EH0633 EH0633.The horizontal coordinates were scaled from a topographic map and have EH0633.an estimated accuracy of +/- 6 seconds. EH0633 EH0633.The orthometric height was determined by differential leveling EH0633.and adjusted by the National Geodetic Survey in June 1991. EH0633 EH0633.The geoid height was determined by GEOID99. EH0633 EH0633.The dynamic height is computed by dividing the NAVD 88 EH0633.geopotential number by the normal gravity value computed on the EH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0633.degrees latitude (g = 980.6199 gals.). EH0633 EH0633.The modeled gravity was interpolated from observed gravity values. EH0633 EH0633; North East Units Estimated Accuracy EH0633;SPC MS W - 509,530. 662,120. MT (+/- 180 meters Scaled) EH0633 EH0633 SUPERSEDED SURVEY CONTROL EH0633 EH0633 NGVD 29 - 47.239 (m) 154.98 (f) ADJUSTED 2 0 EH0633 EH0633.Superseded values are not recommended for survey control. EH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0633.See file dsdata.txt to determine how the superseded data were derived. EH0633 EH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT081749(NAD 83) EH0633_MARKER: DB = BENCH MARK DISK EH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0633_STAMPING: F 197 1957 EH0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0633+STABILITY: SURFACE MOTION EH0633 EH0633 HISTORY - Date Condition Report By EH0633 HISTORY - 1957 MONUMENTED CGS EH0633 HISTORY - 1973 GOOD MSHD EH0633 HISTORY - 20030611 MARK NOT FOUND USACE EH0633 EH0633 STATION DESCRIPTION EH0633 EH0633'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 EH0633'1.6 MI NW FROM ALLIGATOR. EH0633'THE MARK IS LOCATED 1.5 MI WEST OF ALLIGATOR IN THE WEST ANGLE OF EH0633'THE JUNCTION OF A GRAVELED ROAD LEADING NORTH AND A BLACK TOP ROAD, EH0633'0.45 MILE SOUTH OF THE TRAVELERS REST CHURCH AND CEMETERY IN THE EH0633'SW 1/4 OF SECTION 29, T 26N, R 5W. IT IS 26 FEET NORTH OF THE EH0633'CENTER OF A BLACK TOP ROAD, 63 FEET SW OF THE CENTER OF A GRAVELED EH0633'ROAD, 106 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN BRIDGE, 2 FEET EH0633'EAST NORTHEAST OF A SQUARE CONCRETE POST PROJECTING 18 INCHES, 1 EH0633'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH EH0633'CONCRETE CYLINDER ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES. EH0633'TO REACH FROM THE RAILROAD STATION IN ALLIGATOR GO NW ON A BLACK TOP EH0633'ROAD FOR 0.15 MI TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON A EH0633'BLACK TOP ROAD FOR 1.6 MI TO A SIDE ROAD AND THE MARK ON THE RIGHT. EH0633 EH0633 STATION RECOVERY (2003) EH0633 EH0633'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0633'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0593 *********************************************************************** EH0593 DESIGNATION - J 46 EH0593 PID - EH0593 EH0593 STATE/COUNTY- MS/BOLIVAR EH0593 USGS QUAD - DUNCAN (1967) EH0593 EH0593 *CURRENT SURVEY CONTROL EH0593 ___________________________________________________________________ EH0593* NAD 83(1986)- 34 02 55. (N) 090 44 34. (W) SCALED EH0593* NAVD 88 - 47.908 (meters) 157.18 (feet) ADJUSTED EH0593 ___________________________________________________________________ EH0593 GEOID HEIGHT- -26.44 (meters) GEOID99 EH0593 DYNAMIC HT - 47.861 (meters) 157.02 (feet) COMP EH0593 MODELED GRAV- 979,644.7 (mgal) NAVD 88 EH0593 EH0593 VERT ORDER - SECOND CLASS 0 EH0593 EH0593.The horizontal coordinates were scaled from a topographic map and have EH0593.an estimated accuracy of +/- 6 seconds. EH0593 EH0593.The orthometric height was determined by differential leveling EH0593.and adjusted by the National Geodetic Survey in June 1991. EH0593 EH0593.The geoid height was determined by GEOID99. EH0593 EH0593.The dynamic height is computed by dividing the NAVD 88 EH0593.geopotential number by the normal gravity value computed on the EH0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0593.degrees latitude (g = 980.6199 gals.). EH0593 EH0593.The modeled gravity was interpolated from observed gravity values. EH0593 EH0593; North East Units Estimated Accuracy EH0593;SPC MS W - 504,420. 662,200. MT (+/- 180 meters Scaled) EH0593 EH0593 SUPERSEDED SURVEY CONTROL EH0593 EH0593 NGVD 29 - 47.986 (m) 157.43 (f) ADJUSTED 2 0 EH0593 EH0593.Superseded values are not recommended for survey control. EH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0593.See file dsdata.txt to determine how the superseded data were derived. EH0593 EH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT083698(NAD 83) EH0593_MARKER: DB = BENCH MARK DISK EH0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0593_STAMPING: J 46 1935 EH0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0593+STABILITY: SURFACE MOTION EH0593 EH0593 HISTORY - Date Condition Report By EH0593 HISTORY - 1935 MONUMENTED CGS EH0593 HISTORY - 1972 GOOD MSHD EH0593 HISTORY - 1976 GOOD NGS EH0593 HISTORY - 20030611 MARK NOT FOUND USACE EH0593 EH0593 STATION DESCRIPTION EH0593 EH0593'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 EH0593'0.3 MI N FROM DUNCAN. EH0593'THE MARK IS LOCATED 0.35 MILES NORTHEAST OF DUNCAN ON THE SOUTHEAST EH0593'ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK IN THE SOUTHWEST 1/4 OF EH0593'SECTION 6, T 25N, R 5W. IT IS 33.5 FEET SOUTHEAST OF THE SOUTHEAST EH0593'RAIL, 41 FEET NORTHWEST OF THE CENTER OF A GRAVELED STREET, 5.5 FEET EH0593'WEST OF THE CENTER OF A TRACK ROAD, 60 FEET SOUTHEAST AND ACROSS THE EH0593'TRACK FROM TELEPHONE POLE NO. 3899, 59 FEET SOUTH OF ANOTHER TELEPHONE EH0593'POLE, 64 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES, EH0593'45 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF A FRAME EH0593'HOUSE, 14 FEET SOUTHEAST OF A ROW OF POLES SET IN THE TOP OF A 10 EH0593'INCH CONCRETE CYLINER ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND EH0593'IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE EH0593'HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO WEST EH0593'ON STATE HIGHWAY 444 FOR 0.35 MILES TO A CROSS STREET ON THE EAST EH0593'SIDE OF THE RAILROAD TRACK. TURN RIGHT AND GO NORTH ON A BLACK TOP EH0593'STREET FOR 0.35 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING EH0593'THE END OF THE STREET. EH0593'NOTE - THE DISK WAS FOUND TO BE BADLY SCARED MAKING THE STAMING HARD EH0593'TO READ AND WAS RESTAMPED AT THIS DATE. EH0593 EH0593 STATION RECOVERY (1976) EH0593 EH0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0593'RECOVERED IN GOOD CONDITION. EH0593 EH0593 STATION RECOVERY (2003) EH0593 EH0593'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0593'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0589 *********************************************************************** EH0589 DESIGNATION - L 46 EH0589 PID - EH0589 EH0589 STATE/COUNTY- MS/BOLIVAR EH0589 USGS QUAD - ROUND LAKE (1982) EH0589 EH0589 *CURRENT SURVEY CONTROL EH0589 ___________________________________________________________________ EH0589* NAD 83(1986)- 34 00 36. (N) 090 45 16. (W) SCALED EH0589* NAVD 88 - 49.181 (meters) 161.35 (feet) ADJUSTED EH0589 ___________________________________________________________________ EH0589 GEOID HEIGHT- -26.42 (meters) GEOID99 EH0589 DYNAMIC HT - 49.132 (meters) 161.19 (feet) COMP EH0589 MODELED GRAV- 979,641.6 (mgal) NAVD 88 EH0589 EH0589 VERT ORDER - SECOND CLASS 0 EH0589 EH0589.The horizontal coordinates were scaled from a topographic map and have EH0589.an estimated accuracy of +/- 6 seconds. EH0589 EH0589.The orthometric height was determined by differential leveling EH0589.and adjusted by the National Geodetic Survey in June 1991. EH0589.WARNING-Repeat measurements at this control monument indicate possible EH0589.vertical movement. EH0589 EH0589.The geoid height was determined by GEOID99. EH0589 EH0589.The dynamic height is computed by dividing the NAVD 88 EH0589.geopotential number by the normal gravity value computed on the EH0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0589.degrees latitude (g = 980.6199 gals.). EH0589 EH0589.The modeled gravity was interpolated from observed gravity values. EH0589 EH0589; North East Units Estimated Accuracy EH0589;SPC MS W - 500,140. 661,100. MT (+/- 180 meters Scaled) EH0589 EH0589 SUPERSEDED SURVEY CONTROL EH0589 EH0589 NGVD 29 - 49.270 (m) 161.65 (f) ADJUSTED 2 0 EH0589 EH0589.Superseded values are not recommended for survey control. EH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0589.See file dsdata.txt to determine how the superseded data were derived. EH0589 EH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT073655(NAD 83) EH0589_MARKER: DB = BENCH MARK DISK EH0589_SETTING: 36 = ABUTMENT EH0589_STAMPING: L 46 1935 EH0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0589 EH0589 HISTORY - Date Condition Report By EH0589 HISTORY - 1935 MONUMENTED CGS EH0589 HISTORY - 1972 GOOD MSHD EH0589 HISTORY - 20030611 MARK NOT FOUND USACE EH0589 EH0589 STATION DESCRIPTION EH0589 EH0589'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 EH0589'4.1 MI N FROM SHELBY. EH0589'THE MARK IS LOCATED 4.1 MILES NORTH OF SHELBY IN THE WEST END OF THE EH0589'NORTH ABUTMENT OF THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER EH0589'HUSHPUCKENA RIVER, 0.15 MILES NORTH OF THE COMMUNITY OF HUSHPUCKENA IN EH0589'THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 30, T 25N, R 5W. IT EH0589'IS 6.5 FEET WEST OF THE WEST RAIL, 3.7 FEET EAST OF THE WEST END OF EH0589'THE TOP STEP OF THE ABUTMENT, 1.5 FEET SOUTHWEST OF A METAL WITNESS EH0589'POST SET IN A DRILL HOLE IN THE WEST END OF THE NORTH CONCRETE EH0589'ABUTMENT OF A RAILROAD BRIDGE AND IS ABOUT 1 1/2 FEET BELOW THE LEVEL EH0589'OF THE TRACK. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S. EH0589'HIGHWAY 61 1 BLOCK WEST OF THE POST OFFICE IN SHELBY GO NORTH ON U.S. EH0589'HIGHWAY 61 FOR 3.8 MILES TO A CROSSROAD. CONTINUE NORTH ON U.S. EH0589'HIGHWAY 51 FOR 0.6 MILES TO A FIELD ROAD ON THE LEFT. TURN LEFT AND GO EH0589'WEST ON THE FIELD ROAD FOR 0.1 MILES TO THE CROSSING OF THE ILLINOIS EH0589'CENTRAL RAILROAD TRACK. THENCE GO SOUTH ALONG THE RAILROAD TRACK FOR EH0589'0.1 MILES OF THE BRIDGE AND THE MARK ON THE RIGHT. EH0589 EH0589 STATION RECOVERY (2003) EH0589 EH0589'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0589'RAILROAD NOW ABANDONED, ONLY CENTER PIERS OF BRIDGE REMAIN. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH2572 *********************************************************************** EH2572 DESIGNATION - M 16 13 EH2572 PID - EH2572 EH2572 STATE/COUNTY- MS/BOLIVAR EH2572 USGS QUAD - LACONIA (1982) EH2572 EH2572 *CURRENT SURVEY CONTROL EH2572 ___________________________________________________________________ EH2572* NAD 83(1986)- 34 07 11. (N) 090 52 34. (W) SCALED EH2572* NAVD 88 - 52.402 (meters) 171.92 (feet) ADJUSTED EH2572 ___________________________________________________________________ EH2572 GEOID HEIGHT- -26.53 (meters) GEOID99 EH2572 DYNAMIC HT - 52.350 (meters) 171.75 (feet) COMP EH2572 MODELED GRAV- 979,645.5 (mgal) NAVD 88 EH2572 EH2572 VERT ORDER - FIRST CLASS II EH2572 EH2572.The horizontal coordinates were scaled from a topographic map and have EH2572.an estimated accuracy of +/- 6 seconds. EH2572 EH2572.The orthometric height was determined by differential leveling EH2572.and adjusted by the National Geodetic Survey in June 1991. EH2572.WARNING-Repeat measurements at this control monument indicate possible EH2572.vertical movement. EH2572 EH2572.The geoid height was determined by GEOID99. EH2572 EH2572.The dynamic height is computed by dividing the NAVD 88 EH2572.geopotential number by the normal gravity value computed on the EH2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH2572.degrees latitude (g = 980.6199 gals.). EH2572 EH2572.The modeled gravity was interpolated from observed gravity values. EH2572 EH2572; North East Units Estimated Accuracy EH2572;SPC MS W - 512,360. 649,930. MT (+/- 180 meters Scaled) EH2572 EH2572 SUPERSEDED SURVEY CONTROL EH2572 EH2572 NGVD 29 - 52.458 (m) 172.11 (f) ADJUSTED 1 2 EH2572 EH2572.Superseded values are not recommended for survey control. EH2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2572.See file dsdata.txt to determine how the superseded data were derived. EH2572 EH2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT958774(NAD 83) EH2572_MARKER: Z = SEE DESCRIPTION EH2572_SETTING: 55 = UNSPECIFIED ROD/PIPE IN SLEEVE EH2572_STAMPING: PBM-M-16-13 3-21-83 EH2572_MARK LOGO: USE EH2572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EH2572+STABILITY: POSITION/ELEVATION WELL EH2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2572+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH2572 EH2572 HISTORY - Date Condition Report By EH2572 HISTORY - 1983 MONUMENTED DOD EH2572 HISTORY - 1983 GOOD NGS EH2572 HISTORY - 1985 GOOD NGS EH2572 HISTORY - 20030611 GOOD USACE EH2572 EH2572 STATION DESCRIPTION EH2572 EH2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EH2572'11.3 KM (7.0 MI) WSW FROM RENA LARA. EH2572'0.8 KM (0.5 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF EH2572'STATE ROUTE 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA, THENCE EH2572'10.5 KM (6.5 MI) WEST-SOUTHWEST ALONG CROWN OF LEVEE, LOCATED JUST EH2572'SOUTH OF MILEPOST 98/99 AND THE MEMPHIS-VICKSBURG USE DISTRICT LINE. EH2572'BENCH MARK IS A 1-1/4 INCH PIPE INSIDE A 4-INCH PIPE PROJECTING 10 EH2572'CM, DRIVEN TO AN APPROXIMATE DEPTH OF 24.4 METERS (80.1 FT) AND EH2572'FILLED WITH OIL, ACCESS IS HAD THROUGH A 4-INCH PIPE CAP, SET BETWEEN EH2572'FOUR 2-INCH YELLOW VERTICAL PROTECTIVE PIPES, 29.6 METERS (97.0 FT) EH2572'EAST OF APPROXIMATE CENTER OF CROWN OF LEVEE (SLOPE MEASUREMENT), 24.0 EH2572'METERS (78.6 FT) EAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD (SLOPE EH2572'MEASUREMENT), 16.5 METERS (54.0 FT) SOUTH-SOUTHEAST OF A FENCE LINE, EH2572'AND 6.4 METERS (21.0 FT) EAST OF APPROXIMATE TOE OF LEVEE. EH2572'THE MARK IS 0.15 M ABOVE GROUND. EH2572 EH2572 STATION RECOVERY (1985) EH2572 EH2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 EH2572'RECOVERED IN GOOD CONDITION. EH2572 EH2572 STATION RECOVERY (2003) EH2572 EH2572'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH2572'CAP MISSING BUT PIPE REMAINS INTACT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0644 *********************************************************************** EH0644 DESIGNATION - M 242 EH0644 PID - EH0644 EH0644 STATE/COUNTY- MS/BOLIVAR EH0644 USGS QUAD - LACONIA (1982) EH0644 EH0644 *CURRENT SURVEY CONTROL EH0644 ___________________________________________________________________ EH0644* NAD 83(1986)- 34 00 02. (N) 090 53 11. (W) SCALED EH0644* NAVD 88 - 47.702 (meters) 156.50 (feet) ADJUSTED EH0644 ___________________________________________________________________ EH0644 GEOID HEIGHT- -26.45 (meters) GEOID99 EH0644 DYNAMIC HT - 47.654 (meters) 156.34 (feet) COMP EH0644 MODELED GRAV- 979,637.8 (mgal) NAVD 88 EH0644 EH0644 VERT ORDER - FIRST CLASS I EH0644 EH0644.The horizontal coordinates were scaled from a topographic map and have EH0644.an estimated accuracy of +/- 6 seconds. EH0644 EH0644.The orthometric height was determined by differential leveling EH0644.and adjusted by the National Geodetic Survey in June 1991. EH0644 EH0644.The geoid height was determined by GEOID99. EH0644 EH0644.The dynamic height is computed by dividing the NAVD 88 EH0644.geopotential number by the normal gravity value computed on the EH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0644.degrees latitude (g = 980.6199 gals.). EH0644 EH0644.The modeled gravity was interpolated from observed gravity values. EH0644 EH0644; North East Units Estimated Accuracy EH0644;SPC MS W - 499,150. 648,910. MT (+/- 180 meters Scaled) EH0644 EH0644 SUPERSEDED SURVEY CONTROL EH0644 EH0644 NGVD 29 - 47.755 (m) 156.68 (f) ADJUSTED 1 1 EH0644 EH0644.Superseded values are not recommended for survey control. EH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0644.See file dsdata.txt to determine how the superseded data were derived. EH0644 EH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT952642(NAD 83) EH0644_MARKER: DV = VERTICAL CONTROL DISK EH0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH0644_STAMPING: M 242 1974 EH0644_MARK LOGO: NGS EH0644_PROJECTION: FLUSH EH0644_MAGNETIC: I = MARKER IS A STEEL ROD EH0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0644+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0644_ROD/PIPE-DEPTH: 14.6 meters EH0644 EH0644 HISTORY - Date Condition Report By EH0644 HISTORY - 1974 MONUMENTED NGS EH0644 HISTORY - 19920124 GOOD NGS EH0644 HISTORY - 20000203 GOOD NGS EH0644 HISTORY - 20000307 GOOD NGS EH0644 HISTORY - 20030611 GOOD USACE EH0644 EH0644 STATION DESCRIPTION EH0644 EH0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0644'5 MI NE FROM GUNNISON. EH0644'ABOUT 5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON EH0644'BAPTIST CHURCH AT GUNNISON, AT THE NORTH SIDE OF FIVE METAL GRAIN BINS EH0644'AT THE KBH CORPORATION EXPERIMENTAL FARM, 161.5 FEET NORTHWEST OF THE EH0644'CENTER LINE OF THE HIGHWAY, 75.5 FEET WEST OF THE NORTHWEST END OF A EH0644'LONG TUBE TYPE FUEL TANK, 52.3 NORTHEAST OF THE CONCRETE FOUNDATION EH0644'FOR THE GRAIN BINS, 2.5 FEET WEST OF A POWER POLE T14-95-041 EH0644'SUPPORTING 3 TRANSFORMERS, 1.4 FEET NORTH OF A METAL WITNESS POST, 2 EH0644'FEET BELOW LEVEL OF THE HIGHWAY AND ON TOP OF A COPPER COATED STEEL EH0644'ROD, 0.5 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH EH0644'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND. THE ROD WAS DRIVEN TO A EH0644'DEPTH OF 4, FEET. SECTION 36, T 25N, R 7W. EH0644 EH0644 STATION RECOVERY (1992) EH0644 EH0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0644'22.3 KM (13.85 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE EH0644'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 49.1 M (161.1 FT) NORTHWEST EH0644'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 23.6 M (77.4 FT) WEST OF EH0644'THE WEST CORNER OF THE NORTHWEST FOUNDATION FOR A FUEL TANK, 21.5 M EH0644'(70.5 FT) NORTH OF THE EAST CORNER OF A FOUNDATION FOR A GROUP OF EH0644'GRAIN BINS, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE WITH 3 EH0644'TRANSFORMERS AND 2 GUY CABLES. NOTE--THE DISK IS ENCASED IN A 4-INCH EH0644'METAL PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. EH0644 EH0644 STATION RECOVERY (2000) EH0644 EH0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 EH0644'RECOVERED IN GOOD CONDITION. EH0644 EH0644 STATION RECOVERY (2000) EH0644 EH0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 EH0644'RECOVERED IN GOOD CONDITION. EH0644 EH0644 STATION RECOVERY (2003) EH0644 EH0644'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0644'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0597 *********************************************************************** EH0597 DESIGNATION - P 200 EH0597 PID - EH0597 EH0597 STATE/COUNTY- MS/BOLIVAR EH0597 USGS QUAD - DUNCAN (1967) EH0597 EH0597 *CURRENT SURVEY CONTROL EH0597 ___________________________________________________________________ EH0597* NAD 83(1986)- 34 05 23. (N) 090 43 06. (W) SCALED EH0597* NAVD 88 - 49.074 (meters) 161.00 (feet) ADJUSTED EH0597 ___________________________________________________________________ EH0597 GEOID HEIGHT- -26.45 (meters) GEOID99 EH0597 DYNAMIC HT - 49.025 (meters) 160.84 (feet) COMP EH0597 MODELED GRAV- 979,647.9 (mgal) NAVD 88 EH0597 EH0597 VERT ORDER - SECOND CLASS 0 EH0597 EH0597.The horizontal coordinates were scaled from a topographic map and have EH0597.an estimated accuracy of +/- 6 seconds. EH0597 EH0597.The orthometric height was determined by differential leveling EH0597.and adjusted by the National Geodetic Survey in June 1991. EH0597 EH0597.The geoid height was determined by GEOID99. EH0597 EH0597.The dynamic height is computed by dividing the NAVD 88 EH0597.geopotential number by the normal gravity value computed on the EH0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0597.degrees latitude (g = 980.6199 gals.). EH0597 EH0597.The modeled gravity was interpolated from observed gravity values. EH0597 EH0597; North East Units Estimated Accuracy EH0597;SPC MS W - 508,970. 664,470. MT (+/- 180 meters Scaled) EH0597 EH0597 SUPERSEDED SURVEY CONTROL EH0597 EH0597 NGVD 29 - 49.145 (m) 161.24 (f) ADJUSTED 2 0 EH0597 EH0597.Superseded values are not recommended for survey control. EH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0597.See file dsdata.txt to determine how the superseded data were derived. EH0597 EH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT105744(NAD 83) EH0597_MARKER: DB = BENCH MARK DISK EH0597_SETTING: 36 = BUILDING EH0597_STAMPING: P 200 1957 EH0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0597+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0597 EH0597 HISTORY - Date Condition Report By EH0597 HISTORY - 1957 MONUMENTED CGS EH0597 HISTORY - 1972 GOOD MSHD EH0597 HISTORY - 1976 GOOD NGS EH0597 HISTORY - 20030611 GOOD USACE EH0597 EH0597 STATION DESCRIPTION EH0597 EH0597'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 EH0597'IN ALLIGATOR. EH0597'THE MARK IS LOCATED IN THE NORTHWEST CORNER OF THE FOYER OF THE EH0597'METHODIST CHURCH IN ALLIGATOR IN THE SOUTHWEST 1/4 OF THE SOUTHEAST EH0597'1/4 OF SECTION 28, T 26N, R 5W. IT IS 65 FEET SOUTH OF THE CENTER EH0597'OF A NARROW BLACK TOP STREET, 6.5 FEET WEST OF THE CENTER OF THE EH0597'ENTRANCE TO THE CHURCH, 0.7 FEET SOUTH OF THE NORTHWEST CORNER OF EH0597'OF THE ENTRANCE TO THE CHURCH SET VERTICALLY IN THE FACE OF THE WEST EH0597'WALL OF THE FOYER AT THE NORTHWEST CORNER OF THE CHURCH AND IS EH0597'ABOUT 1.5 FEET ABOVE THE GROUND. TO REACH FROM THE JUNCTION OF STATE EH0597'HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO EH0597'NORTHEAST ON U.S. HIGHWAY 61 FOR 5 MILES TO A CROSSROAD AND SIGN EH0597'POINTING TO ALLIGATOR. TURN LEFT AND GO NORTHWEST ON A BLACK TOP EH0597'ROAD FOR 0.7 MILES TO A CROSSROAD JUST BEFORE REACHING THE EH0597'ILLINOIS CENTRAL RAILROAD TRACK IN ALLIGATOR. TURN RIGHT AND EH0597'GO EAST ON A BLACK TOP ROAD FOR 0.1 MILES TO THE CHURCH AND THE MARK EH0597'ON THE RIGHT. EH0597 EH0597 STATION RECOVERY (1976) EH0597 EH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0597'RECOVERED IN GOOD CONDITION. EH0597 EH0597 STATION RECOVERY (2003) EH0597 EH0597'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0597'CHURCH IS NOW PRIVATE RESIDENCE AT 14 MAIN STREET. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0650 *********************************************************************** EH0650 DESIGNATION - Q 242 EH0650 PID - EH0650 EH0650 STATE/COUNTY- MS/BOLIVAR EH0650 USGS QUAD - ROUND LAKE (1982) EH0650 EH0650 *CURRENT SURVEY CONTROL EH0650 ___________________________________________________________________ EH0650* NAD 83(1986)- 34 03 11. (N) 090 51 10. (W) SCALED EH0650* NAVD 88 - 48.527 (meters) 159.21 (feet) ADJUSTED EH0650 ___________________________________________________________________ EH0650 GEOID HEIGHT- -26.48 (meters) GEOID99 EH0650 DYNAMIC HT - 48.479 (meters) 159.05 (feet) COMP EH0650 MODELED GRAV- 979,642.3 (mgal) NAVD 88 EH0650 EH0650 VERT ORDER - FIRST CLASS I EH0650 EH0650.The horizontal coordinates were scaled from a topographic map and have EH0650.an estimated accuracy of +/- 6 seconds. EH0650 EH0650.The orthometric height was determined by differential leveling EH0650.and adjusted by the National Geodetic Survey in June 1991. EH0650 EH0650.The geoid height was determined by GEOID99. EH0650 EH0650.The dynamic height is computed by dividing the NAVD 88 EH0650.geopotential number by the normal gravity value computed on the EH0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0650.degrees latitude (g = 980.6199 gals.). EH0650 EH0650.The modeled gravity was interpolated from observed gravity values. EH0650 EH0650; North East Units Estimated Accuracy EH0650;SPC MS W - 504,950. 652,040. MT (+/- 180 meters Scaled) EH0650 EH0650 SUPERSEDED SURVEY CONTROL EH0650 EH0650 NGVD 29 - 48.580 (m) 159.38 (f) ADJUSTED 1 1 EH0650 EH0650.Superseded values are not recommended for survey control. EH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0650.See file dsdata.txt to determine how the superseded data were derived. EH0650 EH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT981701(NAD 83) EH0650_MARKER: DV = VERTICAL CONTROL DISK EH0650_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0650+WITH SETTING: INTO GROUND EH0650_STAMPING: Q 242 1974 EH0650_MARK LOGO: NGS EH0650_PROJECTION: FLUSH EH0650_MAGNETIC: I = MARKER IS A STEEL ROD EH0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0650+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0650_ROD/PIPE-DEPTH: 1.2 meters EH0650 EH0650 HISTORY - Date Condition Report By EH0650 HISTORY - 1974 MONUMENTED NGS EH0650 HISTORY - 19920123 GOOD NGS EH0650 HISTORY - 20030611 GOOD USACE EH0650 EH0650 STATION DESCRIPTION EH0650 EH0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0650'8.45 MI SW FROM RENA LARA. EH0650'ABOUT 8.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0650'CHURCH AT RENA LARA, ABOUT 0.50 MILE NORTH OF THE JUNCTION OF STATE EH0650'HIGHWAY 444, AT THE SOUTHEAST SIDE OF THE ROCCONIS GROCERY AT THE EH0650'SMALL COMMUNITY OF ROUND LAKE, 67.8 FEET SOUTHEAST OF THE SOUTHEAST EH0650'CORNER OF THE BRICK BUILDING, 54 FEET WEST OF THE CENTER LINE OF THE EH0650'HIGHWAY, 0.9 FOOT NORTH OF A WHITE WOODEN FENCE AT SOUTH SIDE OF THE EH0650'GROCERY STORE, 0.6 FOOT NORTH OF A METAL WITNESS POST, 2.5 FEET BELOW EH0650'LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL EH0650'ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 0.2 FOOT EH0650'BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH EH0650'WITH THE GROUND. SECTION 7, T 25N, R 6W. EH0650 EH0650 STATION RECOVERY (1992) EH0650 EH0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0650'23.3 KM (14.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH0650'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, 20.5 M (67.3 FT) SOUTHEAST EH0650'OF THE SOUTHEAST CORNER OF A GAS STATION AND STORE, 16.5 M (54.1 FT) EH0650'WEST OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) EAST OF THE SOUTHEAST EH0650'CORNER OF A CHAIN-LINK FENCE, 1.6 M (5.2 FT) WEST OF THE EAST END OF EH0650'A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M EH0650'(1.0 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--THE DISK IS EH0650'ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE. EH0650 EH0650 STATION RECOVERY (2003) EH0650 EH0650'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0650'STORE AND GAS STATION TORN DOWN. ALL OTHER REFERENCES OK. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0591 *********************************************************************** EH0591 DESIGNATION - R 199 EH0591 PID - EH0591 EH0591 STATE/COUNTY- MS/BOLIVAR EH0591 USGS QUAD - ROUND LAKE (1982) EH0591 EH0591 *CURRENT SURVEY CONTROL EH0591 ___________________________________________________________________ EH0591* NAD 83(1986)- 34 01 20. (N) 090 45 18. (W) SCALED EH0591* NAVD 88 - 48.104 (meters) 157.82 (feet) ADJUSTED EH0591 ___________________________________________________________________ EH0591 GEOID HEIGHT- -26.43 (meters) GEOID99 EH0591 DYNAMIC HT - 48.056 (meters) 157.66 (feet) COMP EH0591 MODELED GRAV- 979,642.5 (mgal) NAVD 88 EH0591 EH0591 VERT ORDER - SECOND CLASS 0 EH0591 EH0591.The horizontal coordinates were scaled from a topographic map and have EH0591.an estimated accuracy of +/- 6 seconds. EH0591 EH0591.The orthometric height was determined by differential leveling EH0591.and adjusted by the National Geodetic Survey in June 1991. EH0591.WARNING-Repeat measurements at this control monument indicate possible EH0591.vertical movement. EH0591 EH0591.The geoid height was determined by GEOID99. EH0591 EH0591.The dynamic height is computed by dividing the NAVD 88 EH0591.geopotential number by the normal gravity value computed on the EH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0591.degrees latitude (g = 980.6199 gals.). EH0591 EH0591.The modeled gravity was interpolated from observed gravity values. EH0591 EH0591; North East Units Estimated Accuracy EH0591;SPC MS W - 501,490. 661,060. MT (+/- 180 meters Scaled) EH0591 EH0591 SUPERSEDED SURVEY CONTROL EH0591 EH0591 NGVD 29 - 48.179 (m) 158.07 (f) ADJUSTED 2 0 EH0591 EH0591.Superseded values are not recommended for survey control. EH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0591.See file dsdata.txt to determine how the superseded data were derived. EH0591 EH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT072668(NAD 83) EH0591_MARKER: DB = BENCH MARK DISK EH0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0591_STAMPING: R 199 1957 EH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0591+STABILITY: SURFACE MOTION EH0591 EH0591 HISTORY - Date Condition Report By EH0591 HISTORY - 1957 MONUMENTED CGS EH0591 HISTORY - 1972 GOOD MSHD EH0591 HISTORY - 20030611 MARK NOT FOUND USACE EH0591 EH0591 STATION DESCRIPTION EH0591 EH0591'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 EH0591'1.5 MI SW FROM DUNCAN. EH0591'THE MARK IS LOCATED 1.5 MILES SOUTHWEST OF DUNCAN ON THE WEST ROW OF EH0591'THE ILLINOIS CENTRAL RAILROAD TRACK NEAR THE POINT OF A CURVE IN THE EH0591'TRACK, 4.9 MILES NORTH OF SHELBY, 1 MILE NORTH OF HUSHPUCKENA IN THE EH0591'NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 19, T 25N, R 5W. IT IS EH0591'27 FEET WEST OF THE WEST RAIL, 153 FEET EAST OF THE CENTER OF A EH0591'GRAVELED ROAD, 51 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A EH0591'FRAME HOUSE, 12 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF EH0591'THE HOUSE, 7.5 FEET NORTH OF TELEPHONE POLE NO. 3979, 1 FOOT WEST OF A EH0591'ROW OF POLES, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A EH0591'12 INCH CONCRETE CYLINDER ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK EH0591'AND PROJECTS 1 INCH. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 EH0591'AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO SOUTHWEST ON U.S. EH0591'HIGHWAY 61 FOR 1.8 MILES TO A CROSSROAD. TURN RIGHT AND GO WEST ON A EH0591'GRAVELED ROAD FOR 0.25 MILES TO A T INTERSECTION JUST BEYOND A EH0591'RAILROAD CROSSING. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.3 EH0591'MILES TO A FRAME HOUSE AND THE MARK ON THE RIGHT. EH0591 EH0591 STATION RECOVERY (2003) EH0591 EH0591'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0591'ALL REFERENCES GONE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0651 *********************************************************************** EH0651 DESIGNATION - R 242 EH0651 PID - EH0651 EH0651 STATE/COUNTY- MS/BOLIVAR EH0651 USGS QUAD - ROUND LAKE (1982) EH0651 EH0651 *CURRENT SURVEY CONTROL EH0651 ___________________________________________________________________ EH0651* NAD 83(1986)- 34 03 55. (N) 090 51 08. (W) SCALED EH0651* NAVD 88 - 47.170 (meters) 154.76 (feet) ADJUSTED EH0651 ___________________________________________________________________ EH0651 GEOID HEIGHT- -26.48 (meters) GEOID99 EH0651 DYNAMIC HT - 47.123 (meters) 154.60 (feet) COMP EH0651 MODELED GRAV- 979,643.2 (mgal) NAVD 88 EH0651 EH0651 VERT ORDER - FIRST CLASS I EH0651 EH0651.The horizontal coordinates were scaled from a topographic map and have EH0651.an estimated accuracy of +/- 6 seconds. EH0651 EH0651.The orthometric height was determined by differential leveling EH0651.and adjusted by the National Geodetic Survey in June 1991. EH0651 EH0651.The geoid height was determined by GEOID99. EH0651 EH0651.The dynamic height is computed by dividing the NAVD 88 EH0651.geopotential number by the normal gravity value computed on the EH0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0651.degrees latitude (g = 980.6199 gals.). EH0651 EH0651.The modeled gravity was interpolated from observed gravity values. EH0651 EH0651; North East Units Estimated Accuracy EH0651;SPC MS W - 506,310. 652,100. MT (+/- 180 meters Scaled) EH0651 EH0651 SUPERSEDED SURVEY CONTROL EH0651 EH0651 NGVD 29 - 47.224 (m) 154.93 (f) ADJUSTED 1 1 EH0651 EH0651.Superseded values are not recommended for survey control. EH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0651.See file dsdata.txt to determine how the superseded data were derived. EH0651 EH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT982714(NAD 83) EH0651_MARKER: DV = VERTICAL CONTROL DISK EH0651_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0651+WITH SETTING: INTO GROUND EH0651_STAMPING: R 242 1974 EH0651_MARK LOGO: NGS EH0651_PROJECTION: FLUSH EH0651_MAGNETIC: I = MARKER IS A STEEL ROD EH0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0651+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992 EH0651_ROD/PIPE-DEPTH: 1.2 meters EH0651 EH0651 HISTORY - Date Condition Report By EH0651 HISTORY - 1974 MONUMENTED NGS EH0651 HISTORY - 19920123 GOOD NGS EH0651 HISTORY - 20030611 POOR USACE EH0651 EH0651 STATION DESCRIPTION EH0651 EH0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0651'7.60 MI SW FROM RENA LARA. EH0651'ABOUT 7.60 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0651'CHURCH AT RENA LARA, ABOUT 0.80 MILE NORTH OF THE SMALL COMMUNITY OF EH0651'ROUND LAKE, ABOUT 0.20 MILE SOUTH OF A NEW RED BRICK HOME WEST OF THE EH0651'HIGHWAY, 47.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET EH0651'SOUTH OF A POWER POLE NO. 1 AND AN UNDERGROUND CABLE MARKER POST, 0.8 EH0651'FOOT NORTH OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY EH0651'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO EH0651'A METAL BASE PLATE. THE DISK IS FLUSH WITH THE GROUND AND PROTECTED EH0651'BY A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT. SECTION 6, T 25N, R 6W. EH0651 EH0651 STATION RECOVERY (1992) EH0651 EH0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0651'21.9 KM (13.60 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH0651'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, 14.5 M (47.6 FT) WEST OF EH0651'THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) NORTH OF A UTILITY POLE, 1.1 M EH0651'(3.6 FT) WEST-SOUTHWEST OF AN UNDERGROUND CABLE WARNING SIGN AND EH0651'JUNCTION BOX NUMBER PED 44 S 74, 0.3 M (1.0 FT) BELOW THE LEVEL OF EH0651'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST AND FENCE. EH0651'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE EH0651'GROUND SURFACE. EH0651 EH0651 STATION RECOVERY (2003) EH0651 EH0651'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0651'MARK DESTROYED. FOUND DISK ATTACHED TO ROD, PULLED OUT OF GROUND AT EH0651'SIDE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0592 *********************************************************************** EH0592 DESIGNATION - S 199 EH0592 PID - EH0592 EH0592 STATE/COUNTY- MS/BOLIVAR EH0592 USGS QUAD - DUNCAN (1967) EH0592 EH0592 *CURRENT SURVEY CONTROL EH0592 ___________________________________________________________________ EH0592* NAD 83(1986)- 34 02 18. (N) 090 44 48. (W) SCALED EH0592* NAVD 88 - 48.011 (meters) 157.52 (feet) ADJUSTED EH0592 ___________________________________________________________________ EH0592 GEOID HEIGHT- -26.43 (meters) GEOID99 EH0592 DYNAMIC HT - 47.963 (meters) 157.36 (feet) COMP EH0592 MODELED GRAV- 979,643.9 (mgal) NAVD 88 EH0592 EH0592 VERT ORDER - SECOND CLASS 0 EH0592 EH0592.The horizontal coordinates were scaled from a topographic map and have EH0592.an estimated accuracy of +/- 6 seconds. EH0592 EH0592.The orthometric height was determined by differential leveling EH0592.and adjusted by the National Geodetic Survey in June 1991. EH0592 EH0592.The geoid height was determined by GEOID99. EH0592 EH0592.The dynamic height is computed by dividing the NAVD 88 EH0592.geopotential number by the normal gravity value computed on the EH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0592.degrees latitude (g = 980.6199 gals.). EH0592 EH0592.The modeled gravity was interpolated from observed gravity values. EH0592 EH0592; North East Units Estimated Accuracy EH0592;SPC MS W - 503,280. 661,830. MT (+/- 180 meters Scaled) EH0592 EH0592 SUPERSEDED SURVEY CONTROL EH0592 EH0592 NGVD 29 - 48.091 (m) 157.78 (f) ADJUSTED 2 0 EH0592 EH0592.Superseded values are not recommended for survey control. EH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0592.See file dsdata.txt to determine how the superseded data were derived. EH0592 EH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT080686(NAD 83) EH0592_MARKER: DB = BENCH MARK DISK EH0592_SETTING: 36 = BUILDING EH0592_STAMPING: S 199 1957 EH0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0592 EH0592 HISTORY - Date Condition Report By EH0592 HISTORY - 1957 MONUMENTED CGS EH0592 HISTORY - 1972 GOOD MSHD EH0592 HISTORY - 1976 GOOD NGS EH0592 HISTORY - 20030611 POOR USACE EH0592 EH0592 STATION DESCRIPTION EH0592 EH0592'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 EH0592'0.45 MI S FROM DUNCAN. EH0592'THE MARK IS LOCATED 0.45 MILES SOUTH OF DUNCAN IN THE SOUTHWEST CORNER EH0592'OF A CONCRETE BLOCK BUILDING OCCUPIED BY THE DUNCAN HEALTH CENTER EH0592'IN THE SOUTHWEST 1/4 OF SECTION 17, T 25N, R 5W. IT IS 144 FEET EAST EH0592'OF THE CENTER OF A BLACK TOP STREET, 14.5 FEET NORTH OF THE PROJECTED EH0592'CENTER OF A DRIVEWAY, 1.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE EH0592'BUILDING SET VERTICALLY IN THE FACE OF THE WEST CONCRETE FOUNDATION EH0592'OF A CONCRETE BLOCK BUILDING AND IS ABOUT 1/2 FOOT ABOVE THE GROUND. EH0592'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT EH0592'THE EAST EDGE OF DUNCAN GO WEST ON STATE HIGHWAY 444 FOR 0.35 MILES TO EH0592'A CROSS STREET ON THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK EH0592'TURN LEFT AND GO SOUTH ON A BLACK TOP STREET FOR 0.45 MILES TO A WHITE EH0592'CONCRETE BLOCK BUILDING AND THE MARK ON THE LEFT. EH0592 EH0592 STATION RECOVERY (1976) EH0592 EH0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0592'RECOVERED IN GOOD CONDITION. EH0592 EH0592 STATION RECOVERY (2003) EH0592 EH0592'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0592'MARK DESTROYED, BUILDING TORN DOWN. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0652 *********************************************************************** EH0652 DESIGNATION - S 242 EH0652 PID - EH0652 EH0652 STATE/COUNTY- MS/BOLIVAR EH0652 USGS QUAD - ROUND LAKE (1982) EH0652 EH0652 *CURRENT SURVEY CONTROL EH0652 ___________________________________________________________________ EH0652* NAD 83(1986)- 34 04 32. (N) 090 51 05. (W) SCALED EH0652* NAVD 88 - 47.373 (meters) 155.42 (feet) ADJUSTED EH0652 ___________________________________________________________________ EH0652 GEOID HEIGHT- -26.49 (meters) GEOID99 EH0652 DYNAMIC HT - 47.325 (meters) 155.27 (feet) COMP EH0652 MODELED GRAV- 979,643.9 (mgal) NAVD 88 EH0652 EH0652 VERT ORDER - FIRST CLASS I EH0652 EH0652.The horizontal coordinates were scaled from a topographic map and have EH0652.an estimated accuracy of +/- 6 seconds. EH0652 EH0652.The orthometric height was determined by differential leveling EH0652.and adjusted by the National Geodetic Survey in June 1991. EH0652 EH0652.The geoid height was determined by GEOID99. EH0652 EH0652.The dynamic height is computed by dividing the NAVD 88 EH0652.geopotential number by the normal gravity value computed on the EH0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0652.degrees latitude (g = 980.6199 gals.). EH0652 EH0652.The modeled gravity was interpolated from observed gravity values. EH0652 EH0652; North East Units Estimated Accuracy EH0652;SPC MS W - 507,450. 652,180. MT (+/- 180 meters Scaled) EH0652 EH0652 SUPERSEDED SURVEY CONTROL EH0652 EH0652 NGVD 29 - 47.428 (m) 155.60 (f) ADJUSTED 1 1 EH0652 EH0652.Superseded values are not recommended for survey control. EH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0652.See file dsdata.txt to determine how the superseded data were derived. EH0652 EH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT982726(NAD 83) EH0652_MARKER: DV = VERTICAL CONTROL DISK EH0652_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0652+WITH SETTING: INTO GROUND EH0652_STAMPING: S 242 1974 EH0652_MARK LOGO: NGS EH0652_PROJECTION: FLUSH EH0652_MAGNETIC: I = MARKER IS A STEEL ROD EH0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0652+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0652_ROD/PIPE-DEPTH: 1.2 meters EH0652 EH0652 HISTORY - Date Condition Report By EH0652 HISTORY - 1974 MONUMENTED NGS EH0652 HISTORY - 1976 GOOD NGS EH0652 HISTORY - 19920123 GOOD NGS EH0652 HISTORY - 20030611 GOOD USACE EH0652 EH0652 STATION DESCRIPTION EH0652 EH0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0652'6.90 MI SW FROM RENA LARA. EH0652'ABOUT 6.90 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0652'CHURCH AT RENA LARA, ABOUT 1.5 MILE NORTH OF THE SMALL COMMUNITY OF EH0652'ROUND LAKE, AT THE JUNCTION OF A PAVED ROAD LEADING EAST, 101.8 FEET EH0652'EAST OF THE CENTER LINE OF THE HIGHWAY, 25.5 FEET SOUTH OF THE CENTER EH0652'LINE OF THE ROAD, 13.9 FEET SOUTHEAST OF A GUY WIRE, 3.5 FEET NORTH OF EH0652'A TELEPHONE AND POWER POLE, 0.5 FOOT SOUTH OF A METAL WITNESS POST, 3 EH0652'FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER EH0652'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS EH0652'0.1 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC EH0652'PIPE PROJECTING 0.1 FOOT. SECTION 5, T 25N, R 6W. EH0652 EH0652 STATION RECOVERY (1976) EH0652 EH0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0652'RECOVERED IN GOOD CONDITION. EH0652 EH0652 STATION RECOVERY (1992) EH0652 EH0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0652'20.8 KM (12.90 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH0652'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, 31.0 M (101.7 FT) EAST OF EH0652'THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT) SOUTH OF THE CENTER OF A EH0652'PAVED ROAD, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE, EH0652'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EH0652'SOUTH OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC EH0652'PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE. EH0652 EH0652 STATION RECOVERY (2003) EH0652 EH0652'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0652'PAVED ROAD TO EAST IS SANDY RIDGE ROAD. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0632 *********************************************************************** EH0632 DESIGNATION - T 199 EH0632 PID - EH0632 EH0632 STATE/COUNTY- MS/BOLIVAR EH0632 USGS QUAD - DUNCAN (1967) EH0632 EH0632 *CURRENT SURVEY CONTROL EH0632 ___________________________________________________________________ EH0632* NAD 83(1986)- 34 05 25. (N) 090 43 45. (W) SCALED EH0632* NAVD 88 - 48.816 (meters) 160.16 (feet) ADJUSTED EH0632 ___________________________________________________________________ EH0632 GEOID HEIGHT- -26.46 (meters) GEOID99 EH0632 DYNAMIC HT - 48.767 (meters) 160.00 (feet) COMP EH0632 MODELED GRAV- 979,647.5 (mgal) NAVD 88 EH0632 EH0632 VERT ORDER - SECOND CLASS 0 EH0632 EH0632.The horizontal coordinates were scaled from a topographic map and have EH0632.an estimated accuracy of +/- 6 seconds. EH0632 EH0632.The orthometric height was determined by differential leveling EH0632.and adjusted by the National Geodetic Survey in June 1991. EH0632 EH0632.The geoid height was determined by GEOID99. EH0632 EH0632.The dynamic height is computed by dividing the NAVD 88 EH0632.geopotential number by the normal gravity value computed on the EH0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0632.degrees latitude (g = 980.6199 gals.). EH0632 EH0632.The modeled gravity was interpolated from observed gravity values. EH0632 EH0632; North East Units Estimated Accuracy EH0632;SPC MS W - 509,030. 663,470. MT (+/- 180 meters Scaled) EH0632 EH0632 SUPERSEDED SURVEY CONTROL EH0632 EH0632 NGVD 29 - 48.886 (m) 160.39 (f) ADJUSTED 2 0 EH0632 EH0632.Superseded values are not recommended for survey control. EH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0632.See file dsdata.txt to determine how the superseded data were derived. EH0632 EH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT095744(NAD 83) EH0632_MARKER: DB = BENCH MARK DISK EH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0632_STAMPING: T 199 1957 EH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0632+STABILITY: SURFACE MOTION EH0632 EH0632 HISTORY - Date Condition Report By EH0632 HISTORY - 1957 MONUMENTED CGS EH0632 HISTORY - 1973 GOOD MSHD EH0632 HISTORY - 20030611 POOR USACE EH0632 EH0632 STATION DESCRIPTION EH0632 EH0632'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 EH0632'0.6 MI NW FROM ALLIGATOR. EH0632'THE MARK IS LOCATED 0.5 MILE WEST OF ALLIGATOR IN THE FRONT YARD OF A EH0632'TENANT HOUSE IN THE SW CORNER OF SECTION 28, T 26N, R 5W. IT IS 32 EH0632'FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 94 FEET NW OF THE NE EH0632'CORNER OF A TENANT HOUSE, 25 FEET WEST OF THE PROJECTED PLANE OF THE EH0632'WEST WALL OF THE HOUSE, 149 FEET EAST OF THE CENTER OF A FIELD ROAD, EH0632'45.5 FEET NORTH OF A 24 INCH PECAN, 6.5 FEET SSW OF A 12 INCH PECAN, EH0632'5.5 FEET SOUTH OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST EH0632'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 2 FEET ABOVE THE EH0632'LEVEL OF THE ROAD AND PROJECT 1 INCH. TO REACH FROM THE RAILROAD EH0632'STATION IN ALLIGATOR GO NW ON A BLACK TOP ROAD FOR 0.15 MILE TO EH0632'A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.45 EH0632'MILE TO THE MARK ON THE LEFT. EH0632 EH0632 STATION RECOVERY (2003) EH0632 EH0632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0632'MARK HAS BEEN HIT. LEANING SEVERLY TO EAST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0653 *********************************************************************** EH0653 DESIGNATION - T 242 EH0653 PID - EH0653 EH0653 STATE/COUNTY- MS/BOLIVAR EH0653 USGS QUAD - ROUND LAKE (1982) EH0653 EH0653 *CURRENT SURVEY CONTROL EH0653 ___________________________________________________________________ EH0653* NAD 83(1986)- 34 05 22. (N) 090 51 01. (W) SCALED EH0653* NAVD 88 - 47.384 (meters) 155.46 (feet) ADJUSTED EH0653 ___________________________________________________________________ EH0653 GEOID HEIGHT- -26.50 (meters) GEOID99 EH0653 DYNAMIC HT - 47.337 (meters) 155.30 (feet) COMP EH0653 MODELED GRAV- 979,644.9 (mgal) NAVD 88 EH0653 EH0653 VERT ORDER - FIRST CLASS I EH0653 EH0653.The horizontal coordinates were scaled from a topographic map and have EH0653.an estimated accuracy of +/- 6 seconds. EH0653 EH0653.The orthometric height was determined by differential leveling EH0653.and adjusted by the National Geodetic Survey in July 1994. EH0653 EH0653.The geoid height was determined by GEOID99. EH0653 EH0653.The dynamic height is computed by dividing the NAVD 88 EH0653.geopotential number by the normal gravity value computed on the EH0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0653.degrees latitude (g = 980.6199 gals.). EH0653 EH0653.The modeled gravity was interpolated from observed gravity values. EH0653 EH0653; North East Units Estimated Accuracy EH0653;SPC MS W - 508,990. 652,290. MT (+/- 180 meters Scaled) EH0653 EH0653 SUPERSEDED SURVEY CONTROL EH0653 EH0653 NGVD 29 - 47.435 (m) 155.63 (f) ADJUSTED 1 1 EH0653 EH0653.Superseded values are not recommended for survey control. EH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0653.See file dsdata.txt to determine how the superseded data were derived. EH0653 EH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT983741(NAD 83) EH0653_MARKER: DV = VERTICAL CONTROL DISK EH0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH0653_STAMPING: T 242 1974 EH0653_MARK LOGO: NGS EH0653_PROJECTION: FLUSH EH0653_MAGNETIC: I = MARKER IS A STEEL ROD EH0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0653+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0653_ROD/PIPE-DEPTH: 17.1 meters EH0653 EH0653 HISTORY - Date Condition Report By EH0653 HISTORY - 1974 MONUMENTED NGS EH0653 HISTORY - 1976 GOOD NGS EH0653 HISTORY - 19920123 GOOD NGS EH0653 HISTORY - 20030611 GOOD USACE EH0653 EH0653 STATION DESCRIPTION EH0653 EH0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0653'5.90 MI SW FROM RENA LARA. EH0653'ABOUT 5.90 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0653'CHURCH AT RENA LARA, ABOUT 0.55 MILE SOUTH OF THE SMALL COMMUNITY OF EH0653'ROCHDALE, SET AT THE ENTRACNE AND ON THE PROPERTY OF R.T. GIBSON EH0653'PLANTATION HOME, 77.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, EH0653'15.6 FEET NORTH OF THE CENTER LINE OF THE GRAVEL DRIVE TO THE HOME, EH0653'25.8 FEET WEST OF A FENCE CORNER POST AND AN UNDERGROUND CABLE MARKER EH0653'POST, 0.8 FOOT SOUTH OF A FENCE, 0.7 FOOT SOUTH OF A METAL WITNESS EH0653'POST, ABOUT LEVEL WITH THE ROAD AND ON TOP OF A COPPER COATED STEEL EH0653'ROD, 0.4 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH EH0653'PLASTIC PIPE FLUSH WITH THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF EH0653'56 FEET. SECTION 32, T 26N, R 6W. EH0653 EH0653 STATION RECOVERY (1976) EH0653 EH0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0653'RECOVERED IN GOOD CONDITION. EH0653 EH0653 STATION RECOVERY (1992) EH0653 EH0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0653'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH0653'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, 23.6 M (77.4 FT) WEST OF EH0653'THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT) WEST OF A FENCE CORNER AND EH0653'UTILITY POLE NUMBER 44568, 5.2 M (17.1 FT) NORTH OF THE CENTER OF A EH0653'DRIVEWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M EH0653'(0.7 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--THE DISK IS ENCASED EH0653'IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND EH0653'SURFACE. EH0653 EH0653 STATION RECOVERY (2003) EH0653 EH0653'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0653'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH3166 *********************************************************************** EH3166 DESIGNATION - T 359 EH3166 PID - EH3166 EH3166 STATE/COUNTY- MS/BOLIVAR EH3166 USGS QUAD - ROUND LAKE (1982) EH3166 EH3166 *CURRENT SURVEY CONTROL EH3166 ___________________________________________________________________ EH3166* NAD 83(1986)- 34 06 45. (N) 090 51 14. (W) SCALED EH3166* NAVD 88 - 48.390 (meters) 158.76 (feet) ADJUSTED EH3166 ___________________________________________________________________ EH3166 GEOID HEIGHT- -26.52 (meters) GEOID99 EH3166 DYNAMIC HT - 48.342 (meters) 158.60 (feet) COMP EH3166 MODELED GRAV- 979,645.9 (mgal) NAVD 88 EH3166 EH3166 VERT ORDER - FIRST CLASS II EH3166 EH3166.The horizontal coordinates were scaled from a topographic map and have EH3166.an estimated accuracy of +/- 6 seconds. EH3166 EH3166.The orthometric height was determined by differential leveling EH3166.and adjusted by the National Geodetic Survey in July 1994. EH3166 EH3166.The geoid height was determined by GEOID99. EH3166 EH3166.The dynamic height is computed by dividing the NAVD 88 EH3166.geopotential number by the normal gravity value computed on the EH3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH3166.degrees latitude (g = 980.6199 gals.). EH3166 EH3166.The modeled gravity was interpolated from observed gravity values. EH3166 EH3166; North East Units Estimated Accuracy EH3166;SPC MS W - 511,550. 651,970. MT (+/- 180 meters Scaled) EH3166 EH3166 SUPERSEDED SURVEY CONTROL EH3166 EH3166.No superseded survey control is available for this station. EH3166 EH3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT979767(NAD 83) EH3166_MARKER: I = METAL ROD EH3166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EH3166_STAMPING: T 359 1991 EH3166_MARK LOGO: NGS EH3166_PROJECTION: FLUSH EH3166_MAGNETIC: I = MARKER IS A STEEL ROD EH3166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH3166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH3166+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH3166_ROD/PIPE-DEPTH: 38.8 meters EH3166 EH3166 HISTORY - Date Condition Report By EH3166 HISTORY - 1991 MONUMENTED NGS EH3166 HISTORY - 20030611 GOOD USACE EH3166 EH3166 STATION DESCRIPTION EH3166 EH3166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 EH3166'16.4 KM (10.20 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH3166'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, THENCE 1.3 KM (0.80 MI) EH3166'WESTERLY ALONG NOLAND-TOPPER ROAD, 14.5 M (47.6 FT) NORTHWEST OF AN EH3166'UNDERGROUND CABLE WARNING SIGN AND JUNCTION BOX NUMBER SS, 9.1 M EH3166'(29.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE ROAD, 0.4 M EH3166'(1.3 FT) NORTHEAST OF UTILITY POLE NUMBER 6A, AND 0.3 M (1.0 FT) EH3166'SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS EH3166'THROUGH A 5-INCH LOGO CAP. EH3166 EH3166 STATION RECOVERY (2003) EH3166 EH3166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH3166'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0654 *********************************************************************** EH0654 DESIGNATION - U 242 EH0654 PID - EH0654 EH0654 STATE/COUNTY- MS/BOLIVAR EH0654 USGS QUAD - ROUND LAKE (1982) EH0654 EH0654 *CURRENT SURVEY CONTROL EH0654 ___________________________________________________________________ EH0654* NAD 83(1986)- 34 05 57. (N) 090 50 59. (W) SCALED EH0654* NAVD 88 - 47.675 (meters) 156.41 (feet) ADJUSTED EH0654 ___________________________________________________________________ EH0654 GEOID HEIGHT- -26.51 (meters) GEOID99 EH0654 DYNAMIC HT - 47.628 (meters) 156.26 (feet) COMP EH0654 MODELED GRAV- 979,645.5 (mgal) NAVD 88 EH0654 EH0654 VERT ORDER - FIRST CLASS I EH0654 EH0654.The horizontal coordinates were scaled from a topographic map and have EH0654.an estimated accuracy of +/- 6 seconds. EH0654 EH0654.The orthometric height was determined by differential leveling EH0654.and adjusted by the National Geodetic Survey in July 1994. EH0654 EH0654.The geoid height was determined by GEOID99. EH0654 EH0654.The dynamic height is computed by dividing the NAVD 88 EH0654.geopotential number by the normal gravity value computed on the EH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0654.degrees latitude (g = 980.6199 gals.). EH0654 EH0654.The modeled gravity was interpolated from observed gravity values. EH0654 EH0654; North East Units Estimated Accuracy EH0654;SPC MS W - 510,070. 652,350. MT (+/- 180 meters Scaled) EH0654 EH0654 SUPERSEDED SURVEY CONTROL EH0654 EH0654 NGVD 29 - 47.729 (m) 156.59 (f) ADJUSTED 1 1 EH0654 EH0654.Superseded values are not recommended for survey control. EH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0654.See file dsdata.txt to determine how the superseded data were derived. EH0654 EH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT983752(NAD 83) EH0654_MARKER: DV = VERTICAL CONTROL DISK EH0654_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0654+WITH SETTING: INTO GROUND EH0654_STAMPING: U 242 1974 EH0654_MARK LOGO: NGS EH0654_PROJECTION: FLUSH EH0654_MAGNETIC: I = MARKER IS A STEEL ROD EH0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0654+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0654_ROD/PIPE-DEPTH: 1.2 meters EH0654 EH0654 HISTORY - Date Condition Report By EH0654 HISTORY - 1974 MONUMENTED NGS EH0654 HISTORY - 1976 GOOD NGS EH0654 HISTORY - 19920123 GOOD NGS EH0654 HISTORY - 20030611 GOOD USACE EH0654 EH0654 STATION DESCRIPTION EH0654 EH0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0654'5.30 MI SW FROM RENA LARA. EH0654'ABOUT 5.30 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0654'CHURCH AT RENA LARA, AT THE SMALL COMMUNITY OF ROCHDALE, AT THE SOUTH EH0654'SIDE OF THE CHAIN LINK FENCE AROUND THE FRONT YARD OF THE HOME OF JOHN EH0654'F. WATTS, 165.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 128.2 EH0654'FEET EAST OF THE SOUTHEAST CORNER OF THE GARAGE TO THE BLUE SHINGLED EH0654'HOME, 32 FEET NORTH OF THE CENTER LINE OF THE GRAVEL DRIVE, 13 FEET EH0654'EAST OF AN EVERGREEN BUSH, 1 FOOT SOUTH OF THE FENCE, 0.8 FOOT SOUTH EH0654'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP EH0654'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE EH0654'PLATE. THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED EH0654'BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND. SECTION 29, T 26N, R EH0654'6W. EH0654 EH0654 STATION RECOVERY (1976) EH0654 EH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0654'RECOVERED IN GOOD CONDITION. EH0654 EH0654 STATION RECOVERY (1992) EH0654 EH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0654'18.2 KM (11.30 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH0654'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, 50.4 M (165.4 FT) WEST OF EH0654'AND LEVEL WITH THE HIGHWAY CENTERLINE, 39.0 M (128.0 FT) EAST OF THE EH0654'SOUTHEAST CORNER OF A HOUSE, 11.7 M (38.4 FT) NORTH OF THE CENTER OF EH0654'A GRAVELED ROAD, 3.6 M (11.8 FT) EAST OF A CHAIN-LINK FENCE CORNER, EH0654'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--THE DISK EH0654'IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW EH0654'THE GROUND SURFACE. EH0654 EH0654 STATION RECOVERY (2003) EH0654 EH0654'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0654'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH3167 *********************************************************************** EH3167 DESIGNATION - U 359 EH3167 PID - EH3167 EH3167 STATE/COUNTY- MS/BOLIVAR EH3167 USGS QUAD - ROUND LAKE (1982) EH3167 EH3167 *CURRENT SURVEY CONTROL EH3167 ___________________________________________________________________ EH3167* NAD 83(1986)- 34 02 10. (N) 090 51 12. (W) SCALED EH3167* NAVD 88 - 47.909 (meters) 157.18 (feet) ADJUSTED EH3167 ___________________________________________________________________ EH3167 GEOID HEIGHT- -26.47 (meters) GEOID99 EH3167 DYNAMIC HT - 47.861 (meters) 157.02 (feet) COMP EH3167 MODELED GRAV- 979,641.1 (mgal) NAVD 88 EH3167 EH3167 VERT ORDER - FIRST CLASS II EH3167 EH3167.The horizontal coordinates were scaled from a topographic map and have EH3167.an estimated accuracy of +/- 6 seconds. EH3167 EH3167.The orthometric height was determined by differential leveling EH3167.and adjusted by the National Geodetic Survey in July 1994. EH3167 EH3167.The geoid height was determined by GEOID99. EH3167 EH3167.The dynamic height is computed by dividing the NAVD 88 EH3167.geopotential number by the normal gravity value computed on the EH3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH3167.degrees latitude (g = 980.6199 gals.). EH3167 EH3167.The modeled gravity was interpolated from observed gravity values. EH3167 EH3167; North East Units Estimated Accuracy EH3167;SPC MS W - 503,080. 651,980. MT (+/- 180 meters Scaled) EH3167 EH3167 SUPERSEDED SURVEY CONTROL EH3167 EH3167.No superseded survey control is available for this station. EH3167 EH3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT981682(NAD 83) EH3167_MARKER: I = METAL ROD EH3167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) EH3167_STAMPING: U 359 1991 EH3167_MARK LOGO: NGS EH3167_PROJECTION: FLUSH EH3167_MAGNETIC: I = MARKER IS A STEEL ROD EH3167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH3167+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH3167_ROD/PIPE-DEPTH: 27.7 meters EH3167_SLEEVE-DEPTH : 0.9 meters EH3167 EH3167 HISTORY - Date Condition Report By EH3167 HISTORY - 1991 MONUMENTED NGS EH3167 HISTORY - 20030611 GOOD USACE EH3167 EH3167 STATION DESCRIPTION EH3167 EH3167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 EH3167'27.5 KM (17.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE EH3167'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 146.0 M (479.0 FT) NORTH OF EH3167'THE EXTENDED CENTER OF A PAVED DRIVEWAY, 16.5 M (54.1 FT) EAST OF THE EH3167'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, EH3167'1.0 M (3.3 FT) NORTH OF A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES, EH3167'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM EH3167'POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET EH3167'THE SPECIFICATIONS FOR A CLASS A MARK. EH3167 EH3167 STATION RECOVERY (2003) EH3167 EH3167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH3167'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0657 *********************************************************************** EH0657 DESIGNATION - W 242 EH0657 PID - EH0657 EH0657 STATE/COUNTY- MS/BOLIVAR EH0657 USGS QUAD - ROUND LAKE (1982) EH0657 EH0657 *CURRENT SURVEY CONTROL EH0657 ___________________________________________________________________ EH0657* NAD 83(1993)- 34 07 13.96002(N) 090 49 32.65236(W) ADJUSTED EH0657* NAVD 88 - 48.612 (meters) 159.49 (feet) ADJUSTED EH0657 ___________________________________________________________________ EH0657 LAPLACE CORR- 0.37 (seconds) DEFLEC99 EH0657 GEOID HEIGHT- -26.52 (meters) GEOID99 EH0657 DYNAMIC HT - 48.564 (meters) 159.33 (feet) COMP EH0657 MODELED GRAV- 979,646.4 (mgal) NAVD 88 EH0657 EH0657 HORZ ORDER - SECOND EH0657 VERT ORDER - FIRST CLASS I EH0657 EH0657.The horizontal coordinates were established by classical geodetic methods EH0657.and adjusted by the National Geodetic Survey in May 1994. EH0657.No horizontal observational check was made to the station. EH0657 EH0657.The orthometric height was determined by differential leveling EH0657.and adjusted by the National Geodetic Survey in June 1991. EH0657 EH0657.The Laplace correction was computed from DEFLEC99 derived deflections. EH0657 EH0657.The geoid height was determined by GEOID99. EH0657 EH0657.The dynamic height is computed by dividing the NAVD 88 EH0657.geopotential number by the normal gravity value computed on the EH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0657.degrees latitude (g = 980.6199 gals.). EH0657 EH0657.The modeled gravity was interpolated from observed gravity values. EH0657 EH0657; North East Units Scale Converg. EH0657;SPC MS W - 512,427.248 654,575.835 MT 0.99997543 -0 16 34.4 EH0657;UTM 15 - 3,777,656.654 700,522.413 MT 1.00009568 +1 13 12.1 EH0657 EH0657 SUPERSEDED SURVEY CONTROL EH0657 EH0657 NAD 83(1986)- 34 07 13.96888(N) 090 49 32.64918(W) AD( ) 2 EH0657 NAD 27 - 34 07 13.58255(N) 090 49 32.27183(W) AD( ) 2 EH0657 NGVD 29 - 48.676 (m) 159.70 (f) ADJUSTED 1 1 EH0657 EH0657.Superseded values are not recommended for survey control. EH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0657.See file dsdata.txt to determine how the superseded data were derived. EH0657 EH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0052277657(NAD 83) EH0657_MARKER: DV = VERTICAL CONTROL DISK EH0657_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED EH0657+WITH SETTING: INTO GROUND EH0657_STAMPING: W 242 1974 EH0657_MARK LOGO: NGS EH0657_MAGNETIC: I = MARKER IS A STEEL ROD EH0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0657+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003 EH0657 EH0657 HISTORY - Date Condition Report By EH0657 HISTORY - 1974 MONUMENTED NGS EH0657 HISTORY - 1976 GOOD NGS EH0657 HISTORY - 1983 GOOD USPSQD EH0657 HISTORY - 1984 GOOD NGS EH0657 HISTORY - 1985 GOOD NGS EH0657 HISTORY - 19920123 GOOD NGS EH0657 HISTORY - 20030611 GOOD USACE EH0657 EH0657 STATION DESCRIPTION EH0657 EH0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EH0657'3.20 MI SW FROM RENA LARA. EH0657'ABOUT 3.20 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST EH0657'CHURCH AT RENA LARA, AT THE COUNTY LINE AND AT THE JUNCTION OF A EH0657'GRAVEL ROAD LEADING EAST, 155.2 FEET SOUTHEAST OF THE CENTER LINE OF EH0657'THE HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 70.4 FEET EH0657'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE T14-28-41 EH0657'SUPPORTING A TRANSFORMER, 5.4 FEET EAST OF A POWER POLE, 0.5 FOOT WEST EH0657'OF A METAL WITNESS POST, AND ON THE TOP OF A 4-FOOT COPPER COATED EH0657'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 0.4 EH0657'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE EH0657'FLUSH WITH THE GROUND. SECTION 21, T 26N, R 6W. EH0657 EH0657 STATION RECOVERY (1976) EH0657 EH0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0657'RECOVERED IN GOOD CONDITION. EH0657 EH0657 STATION RECOVERY (1983) EH0657 EH0657'RECOVERY NOTE BY US POWER SQUADRON 1983 EH0657'RECOVERED IN GOOD CONDITION. EH0657 EH0657 STATION RECOVERY (1984) EH0657 EH0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV) EH0657'THE STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---W 242 1974--- EH0657'CRIMPED TO A 1.2 METER (4 FOOT) COPPER COATED STEEL ROD THAT IS EH0657'ATTACHED TO A METAL BASE PLATE. THE DISK IS 15 CM BELOW THE GROUND EH0657'SURFACE AND IS ENCLOSED IN A WHITE PVC PIPE LOCATED 7.10 METERS (23.3 EH0657'FEET) EAST FROM THE APPARENT CENTERLINE OF THE PAVED ROAD, 2.44 EH0657'METERS (8.0 FEET) SOUTHEAST FROM THE CENTER OF A LONE COTTONWOOD EH0657'TREE, AND 0.14 METER (0.45 FOOT) SOUTH-SOUTHWEST FROM A METAL WITNESS EH0657'POST. EH0657' EH0657'TO REACH THE STATION FROM THE POST OFFICE IN RENA LARA, GO SOUTH ON EH0657'STATE ROUTE 1 FOR 0.2 KM (0.15 MI) TO A CROSSROAD. CONTINUE SOUTH ON EH0657'STATE ROUTE 1 FOR 4.5 KM (2.8 MI) TO A CROSSROAD. CONTINUE SOUTH ON EH0657'STATE ROUTE 1 FOR 0.9 KM (0.55 MI) TO A PAVED ROAD LEFT AT THE EH0657'COAHOMA - BOLIVAR COUNTY LINE. TURN LEFT ON THE PAVED ROAD AND GO 61 EH0657'METERS (200 FEET) TO THE STATION ON THE RIGHT. EH0657' EH0657'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, EH0657'MISSISSIPPI, MAY - JUNE 1984. EH0657 EH0657 STATION RECOVERY (1985) EH0657 EH0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH) EH0657'STATION MARK RECOVERED IN GOOD CONDITION. EH0657 EH0657 STATION RECOVERY (1992) EH0657 EH0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EH0657'14.6 KM (9.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE EH0657'JUNCTION OF STATE HIGHWAY 322 IN SHERARD, AT THE COAHOMA-BOLIVAR EH0657'COUNTY LINE, 47.3 M (155.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, EH0657'21.4 M (70.2 FT) SOUTH OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, EH0657'7.3 M (24.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD, AND 0.2 M EH0657'(0.7 FT) NORTH OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A EH0657'4-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND EH0657'SURFACE. EH0657 EH0657 STATION RECOVERY (2003) EH0657 EH0657'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0657'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0585 *********************************************************************** EH0585 DESIGNATION - WHILKINSON 2 RESET EH0585 PID - EH0585 EH0585 STATE/COUNTY- MS/BOLIVAR EH0585 USGS QUAD - ROUND LAKE (1982) EH0585 EH0585 *CURRENT SURVEY CONTROL EH0585 ___________________________________________________________________ EH0585* NAD 83(1993)- 34 00 11.31315(N) 090 45 12.62621(W) ADJUSTED EH0585* NAVD 88 - 47.669 (meters) 156.39 (feet) ADJUSTED EH0585 ___________________________________________________________________ EH0585 LAPLACE CORR- 0.76 (seconds) DEFLEC99 EH0585 GEOID HEIGHT- -26.42 (meters) GEOID99 EH0585 DYNAMIC HT - 47.621 (meters) 156.24 (feet) COMP EH0585 MODELED GRAV- 979,641.1 (mgal) NAVD 88 EH0585 EH0585 HORZ ORDER - FIRST EH0585 VERT ORDER - SECOND CLASS 0 EH0585 EH0585.The horizontal coordinates were established by classical geodetic methods EH0585.and adjusted by the National Geodetic Survey in May 1994. EH0585 EH0585.The orthometric height was determined by differential leveling EH0585.and adjusted by the National Geodetic Survey in June 1991. EH0585 EH0585.The Laplace correction was computed from DEFLEC99 derived deflections. EH0585 EH0585.The geoid height was determined by GEOID99. EH0585 EH0585.The dynamic height is computed by dividing the NAVD 88 EH0585.geopotential number by the normal gravity value computed on the EH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0585.degrees latitude (g = 980.6199 gals.). EH0585 EH0585.The modeled gravity was interpolated from observed gravity values. EH0585 EH0585; North East Units Scale Converg. EH0585;SPC MS W - 499,375.371 661,185.559 MT 0.99996856 -0 14 05.9 EH0585;UTM 15 - 3,764,779.726 707,471.162 MT 1.00013065 +1 15 24.4 EH0585 EH0585: Primary Azimuth Mark Grid Az EH0585:SPC MS W - WHILKINSON 2 AZ MK 355 02 03.1 EH0585:UTM 15 - WHILKINSON 2 AZ MK 353 32 32.8 EH0585 EH0585|---------------------------------------------------------------------| EH0585| PID Reference Object Distance Geod. Az | EH0585| dddmmss.s | EH0585| EH0583 WHILKINSON 2 RM 2 39.777 METERS 02318 | EH0585| EH0584 WHILKINSON 18.037 METERS 06610 | EH0585| DK1975 SHELBY MUNICIPAL TANK APPROX. 6.3 KM 1943048.5 | EH0585| DK1976 SHELBY FED COMPRESS CO S TANK APPROX. 5.5 KM 1952510.8 | EH0585| DK1974 SHELBY D V ANTENNA CO MAST APPROX. 6.2 KM 1954136.5 | EH0585| DK1973 SHELBY FED COMPRESS CO N TANK APPROX. 5.2 KM 1955104.0 | EH0585| EH0586 WHILKINSON 2 RM 1 43.770 METERS 34024 | EH0585| EH0587 WHILKINSON 2 AZ MK 3544757.2 | EH0585|---------------------------------------------------------------------| EH0585 EH0585 SUPERSEDED SURVEY CONTROL EH0585 EH0585 NAD 83(1986)- 34 00 11.32206(N) 090 45 12.62329(W) AD( ) 1 EH0585 NAD 27 - 34 00 10.92533(N) 090 45 12.26144(W) AD( ) 1 EH0585 NGVD 29 - 47.759 (m) 156.69 (f) ADJUSTED 2 0 EH0585 EH0585.Superseded values are not recommended for survey control. EH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0585.See file dsdata.txt to determine how the superseded data were derived. EH0585 EH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0747164780(NAD 83) EH0585_MARKER: DS = TRIANGULATION STATION DISK EH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0585_STAMPING: WHILKINSON 2 1957 1964 EH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0585+STABILITY: SURFACE MOTION EH0585 EH0585 HISTORY - Date Condition Report By EH0585 HISTORY - 1964 MONUMENTED CGS EH0585 HISTORY - 1972 GOOD MSHD EH0585 HISTORY - 1975 GOOD MSHD EH0585 HISTORY - 1979 GOOD DOD EH0585 HISTORY - 20030611 MARK NOT FOUND USACE EH0585 EH0585 STATION DESCRIPTION EH0585 EH0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT) EH0585'THE STATION WAS RECOVERED BUT THE DISK WAS BROKEN OFF. A EH0585'NEW SURFACE MARK WAS SET. REFERENCE MARKS NOS. 1 AND 2 WERE EH0585'RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTION EH0585'TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DISTANCE AND EH0585'DIRECTION BY .004 METERS AND 1 MINUTE, 14 SECONDS. THE EH0585'DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE DISTANCE EH0585'MISSED THE PREVIOUS DISTANCE BY .004 METERS. THE AZIMUTH EH0585'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AND THE EH0585'DIRECTION WAS VERIFIED. STATION WHILKINSON 1929 WAS RECOVERED EH0585'AND FOUND IN GOOD CONDITION. THE DISTANCE AND DIRECTION EH0585'MISSED THE PREVIOUS DISTANCE AND DIRECTION BY .013 EH0585'METERS AND 2 MINUTES. EH0585' EH0585'A COMPLETE NEW DESCRIPTION FOLLOWS- EH0585' EH0585'THE STATION IS 3-1/2 MILES NORTH OF SHELBY, 3 MILES SOUTH EH0585'OF DUNCAN, 1/2 MILE SOUTH OF THE SMALL VILLAGE OF HUSHPUCKENA, EH0585'AT THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD RIGHT-OF-WAY, EH0585'IN SECTION 30, T 25 N, R 5 W, AND ON PROPERTY OWNED BY THE EH0585'DEMCO DISTRIBUTING CO. EH0585' EH0585'TO REACH THE STATION FROM THE RAILROAD STATION IN SHELBY, EH0585'GO NORTH ON U.S. HIGHWAY 61 FOR 3.75 MILES TO A CROSSROAD. EH0585'TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR .05 MILE TO THE EH0585'DEMCO DISTRIBUTING CO. AMMONIA STORAGE TANKS AND THE STATION EH0585'ON THE LEFT. EH0585' EH0585'THE STATION MARK, A STANDARD DISK STAMPED WHILKINSON 2 1957 EH0585'1964, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS EH0585'2 INCHES. IT IS 106 FEET SOUTH OF THE CENTER OF THE GRAVEL EH0585'ROAD, 80 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, EH0585'46 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING EH0585'THE STORAGE TANKS, AND 34 FEET EAST OF A METAL WITNESS POST. EH0585'THE UNDERGROUND DISK IS STAMPED WHILKINSON 2 1957. EH0585' EH0585'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WHILKINSON 2 EH0585'NO. 1 1957, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS EH0585'3 INCHES. IT IS 24 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, EH0585'AND 1.5 FEET SOUTH OF A TELEPHONE POLE. EH0585' EH0585'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WHILKINSON 2 EH0585'NO. 2 1957, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS EH0585'8 INCHES. IT IS 49 FEET NORTH OF THE CENTER OF THE GRAVEL EH0585'ROAD, AND 1.5 FEET EAST OF A TELEPHONE POLE. EH0585' EH0585'WHILKINSON 1929, A STANDARD DISK STAMPED WHILKINSON 1929, EH0585'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES. EH0585'IT IS 47 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 25.5 EH0585'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE, AND EH0585'1 FOOT WEST OF A SMALL METAL BUILDING. EH0585' EH0585'AZIMUTH MARK, A STANDARD DISK STAMPED WHILKINSON 2 1957, EH0585'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES. EH0585'IT IS 57.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, EH0585'1.6 FEET SOUTH OF A METAL WITNESS POST, AND 1.5 FEET WEST EH0585'OF A TELEPHONE POLE. EH0585' EH0585'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A EH0585'GRAVEL ROAD FOR 0.3 MILE TO A POINT WHERE THE ROAD TURNS EH0585'LEFT AND CROSSES THE RAILROAD TRACKS. CONTINUE NORTH ALONG EH0585'THE EAST SIDE OF THE TRACKS FOR .05 MILE TO A TELEPHONE POLE EH0585'AND THE AZIMUTH MARK. EH0585' EH0585'NOTE- REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION. EH0585' EH0585'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EH0585 EH0585 STATION RECOVERY (1972) EH0585 EH0585'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW) EH0585'THE STATION WAS VISITED 10-23-72 AND THE STATION MARK, WHILKINSON EH0585'1929, RM NO 1, RM NO 2, AND THE AZIMUTH WERE FOUND IN GOOD EH0585'CONDITION. WHILKINSON 1929 IS TOO CLOSE TO A SMALL METAL BUILDING EH0585'TO BE OCCUPIED. THE AZIMUTH MARK IS VISIBLE FROM THE STATION. EH0585' EH0585'THE STATION IS LOCATED 3.6 MILES NORTH-NORTHEAST OF SHELBY, 2.8 MILES EH0585'SOUTH OF DENCAN, 0.4 MILES SOUTH OF THE COMMUNITY OF HUSHPUCKENS EH0585'IN BETWEEN THE ILLINOIS CENTRAL RAILROAD TRACK AND A GROUP OF EH0585'STORAGE TANKS IN THE NORTHEAST 1/4 OF SECTION 31, T 25N, R 5W ON THE EH0585'PROPERTY OF DENCO DISTRIBUTING COMPANY. IT IS 278 FEET EH0585'WEST OF THE CENTER OF HIGHWAY 61, 80 FEET EAST OF THE EAST RAIL, EH0585'73 FEET SOUTH OF THE PROJECTED EAST TANGENT OF A GRAVELED ROAD, 10 EH0585'FEET EAST OF THE PROJECTED NORTH TANGENT OF A GRAVELED ROAD, 46 EH0585'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE EH0585'STORAGE TANKS, 29.5 FEET WEST OF THE WEST RIDGE OF THE FENCE, 45 EH0585'FEET SOUTHWEST OF A POLE WITH A LAMP ON IT AND 1 FOOT SOUTH OF EH0585'A METAL WITNESS POST. EH0585' EH0585'IT IS A TRIANGULATION DISK, STAMPED WHILKINSON 2 1957 1964 EH0585'FLUSH. EH0585' EH0585'REFERENCE MARK NO 1 IS 143.60 FEET NORTHWEST OF THE STATION. IT IS EH0585'43 FEET EAST OF THE EAST RAIL, 30 FEET WEST OF THE CENTER OF A EH0585'GRAVELED ROAD, 67.5 FEET SOUTH OF A TELEPHONE POLE, 134 FEET EH0585'SOUTHWEST OF A POWER POLE, 128 FEET NORTHWEST OF THE NORTHWEST CORNER EH0585'OF THE FENCE AROUND THE STORAGE TANKS AND 1 FOOT SOUTH OF A METAL EH0585'WITNESS POST. IT IS A REFERENCE MARK DISK, STAMPED WHILKINSON 2 EH0585'NO 1 1957 PROJECTING 6 INCHES. EH0585' EH0585'REFERENCE MARK NO 2 IS 130.51 FEET NORTHEAST OF THE STATION. IT IS EH0585'50 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 93 FEET WEST OF A EH0585'POWER POLE WITH A GUY WIRE AND A TRANSFORMER, 88 FEET EH0585'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE EH0585'STORAGE TANKS, 84 FEET NORTHWEST OF A POLE WITH A METER AND A EH0585'LAMP ON IT AND 1 FOOT EAST OF A METAL WITNESS POST. IT IS A EH0585'REFERENCE MARK DISK, STAMPED WHILKINSON 2 NO 2 1957 PROJECTING 12 EH0585'INCHES. EH0585' EH0585'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 100.96 FEET. EH0585' EH0585'WHILKINSON 1929 IS 59.22 FEET NORTHEAST OF THE STATION. IT IS 227 EH0585'FEET WEST OF THE CENTER OF HIGHWAY 61, 46 FEET SOUTH OF THE CENTER EH0585'OF A GRAVELED ROAD, 25.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF EH0585'THE FENCE AROUND THE STORAGE TANKS, 10 FEET SOUTH OF A FENCE AND 1 EH0585'FOOT WEST OF THE WEST WALL OF A SMALL METAL BUILDING. IT IS A EH0585'TRIANGULATION DISK STAMPED WHILKINSON 1929 PROJECTING 4 EH0585'INCHES ABOVE THE SURROUNDING CONCRETE APRON. EH0585' EH0585'THE AZIMUTH MARK IS 0.35 MILES NORTH OF THE STATION. IT IS 58 FEET EH0585'EAST OF THE EAST RAIL, 6 FEET WEST OF THE PROJECTED TANGENT OF A EH0585'BLACK TOP ROAD, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF A EH0585'CYCLONE FENCE, 45 FEET WEST OF A 20 INCH PECAN, 41 FEET SOUTHWEST EH0585'OF A 15 INCH PECAN, 1.5 FEET WEST OF A TELEPHONE POLE AND 1.5 FEET EH0585'SOUTH OF A METAL WITNESS POST. IT IS AN AZIMUTH MARK DISK, STAMPED EH0585'WHILKINSON 2 1957 PROJECTING 7 INCHES. EH0585' EH0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE EH0585'HIGHWAY 32 ONE BLOCK WEST OF THE POST OFFICE IN SHELBY GO NORTH ON EH0585'U.S. HIGHWAY 61 FOR 3.6 MILES TO A CROSSROAD. TURN LEFT AND GO EH0585'WEST ON A GRAVELED ROAD 178 FEET TO THE STATION ON THE LEFT WHERE EH0585'THE ROAD CURVES NORTH ON THE EAST SIDE OF THE RAILROAD TRACK. EH0585'TO REACH THE AZIMUTH CONTINUE NORTH ON A GRAVELED ROAD FOR 0.3 EH0585'MILES TO A POINT WHERE THE ROAD TURNS LEFT AND CROSSES THE EH0585'TRACK. CONTINUE NORTH ALONG THE EAST SIDE OF THE TRACK FOR EH0585'ABOUT 250 FEET AND THE MARK AS DESCRIBED. EH0585' EH0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES EH0585'NORTH-NORTHEAST OF SHELBY. EH0585 EH0585 STATION RECOVERY (1975) EH0585 EH0585'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 EH0585'2.7 MI SSW FROM DUNCAN. EH0585'THE MARK IS LOCATED 2.7 MILES SOUTH-SOUTHWEST OF DUNCAN, 3.6 MILES EH0585'NORTH-NORTHEAST OF SHELBY, 0.3 MILE SOUTH OF THE COMMUNITY OF EH0585'HUSHPICKENA ABOUT MIDWAY BETWEEN A GROUP OF STORAGE TANKS OWNED BY EH0585'DENCO DIST. CO. AND THE I.C.R.R. TRACK IN THE NORTHEAST 1/4 SECTION EH0585'31, T 25N, R 5W. IT IS 59.22 FEET SOUTHWEST OF TRIANGULATION STATION EH0585'WHILKINSON, 278 FEET W OF THE CENTER OF HIGHWAY 61, 80 FEET EAST OF EH0585'THE EAST RAIL, 73 FEET SOUTH OF THE PROJECTED EAST TANGENT OF A EH0585'GRAVELED ROAD, 10 FEET EAST OF THE PROJECTED NORTH TANGENT OF A EH0585'GRAVELED ROAD, 46 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE EH0585'AROUND THE STORAGE TANKS, 29.5 FEET WEST OF THE WEST SIDE OF THE EH0585'FENCE, 46 FEET SOUTHWEST OF A POLE WITH A LIGHT, 1 FOOT SOUTH OF A EH0585'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 EH0585'FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO EH0585'REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT EH0585'THE EAST EDGE OF DUNCAN GO SOUTH ON U.S. 61 FOR 3 MILES TO A EH0585'CROSSROAD. TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 278 FEET TO EH0585'WHERE THE ROAD CURVES SHARP RIGHT AND THE MARK ON THE LEFT. EH0585 EH0585 STATION RECOVERY (1979) EH0585 EH0585'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979 EH0585'RECOVERED IN GOOD CONDITION. EH0585 EH0585 STATION RECOVERY (2003) EH0585 EH0585'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0585'AREA NOW CULTIVATED.