1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EH3097 *********************************************************************** EH3097 DESIGNATION - 61 V 232 RESET EH3097 PID - EH3097 EH3097 STATE/COUNTY- MS/COAHOMA EH3097 USGS QUAD - JONESTOWN (1969) EH3097 EH3097 *CURRENT SURVEY CONTROL EH3097 ___________________________________________________________________ EH3097* NAD 83(1986)- 34 19 37. (N) 090 29 50. (W) SCALED EH3097* NAVD 88 - 53.21 (meters) 174.6 (feet) RESET EH3097 ___________________________________________________________________ EH3097 GEOID HEIGHT- -26.66 (meters) GEOID99 EH3097 EH3097 VERT ORDER - THIRD EH3097 EH3097.The horizontal coordinates were scaled from a topographic map and have EH3097.an estimated accuracy of +/- 6 seconds. EH3097 EH3097.The orthometric height was computed from unverified reset data. EH3097.No vertical observational check was made to the station. EH3097 EH3097.The geoid height was determined by GEOID99. EH3097 EH3097; North East Units Estimated Accuracy EH3097;SPC MS W - 535,220. 684,920. MT (+/- 180 meters Scaled) EH3097 EH3097 SUPERSEDED SURVEY CONTROL EH3097 EH3097 NGVD 29 - 53.26 (m) 174.7 (f) RESET 3 EH3097 EH3097.Superseded values are not recommended for survey control. EH3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3097.See file dsdata.txt to determine how the superseded data were derived. EH3097 EH3097_MARKER: DV = VERTICAL CONTROL DISK EH3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3097_STAMPING: 61V 232 RESET 1989 EH3097_MARK LOGO: NGS EH3097_MAGNETIC: N = NO MAGNETIC MATERIAL EH3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3097+STABILITY: SURFACE MOTION EH3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH3097+SATELLITE: SATELLITE OBSERVATIONS - 1989 EH3097 EH3097 HISTORY - Date Condition Report By EH3097 HISTORY - 1989 MONUMENTED NGS EH3097 EH3097 STATION DESCRIPTION EH3097 EH3097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 EH3097'13.76 KM (8.55 MI) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF EH3097'STATE HIGHWAY 6 IN THE EAST EDGE OF CLARKSDALE TO THE MARK ON THE EH3097'RIGHT, JUST BEFORE REACHING A PAVED SIDEROAD ON THE RIGHT, 139.0 M EH3097'(456.0 FT) SOUTH OF THE CENTER OF PAVED SIDEROAD, 18.4 M (60.4 FT) EH3097'EAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 61, 5.5 M EH3097'(18.0 FT) NORTH OF A POWER POLE 0.4 M (1.3 FT) WEST OF METAL WITNESS EH3097'POST IN FENCELINE, 0.35 M (1.1 FT) SOUTH OF A CARSONITE WITNESS POST EH3097'AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND AND EH3097'ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EH3093 *********************************************************************** EH3093 DESIGNATION - BOONE 2 EH3093 PID - EH3093 EH3093 STATE/COUNTY- MS/COAHOMA EH3093 USGS QUAD - CLARKSDALE (1967) EH3093 EH3093 *CURRENT SURVEY CONTROL EH3093 ___________________________________________________________________ EH3093* NAD 83(1986)- 34 08 13. (N) 090 31 59. (W) SCALED EH3093* NAVD 88 - 49.02 (meters) 160.8 (feet) RESET EH3093 ___________________________________________________________________ EH3093 GEOID HEIGHT- -26.39 (meters) GEOID99 EH3093 EH3093 VERT ORDER - THIRD EH3093 EH3093.The horizontal coordinates were scaled from a topographic map and have EH3093.an estimated accuracy of +/- 6 seconds. EH3093 EH3093.The orthometric height was computed from unverified reset data. EH3093.No vertical observational check was made to the station. EH3093 EH3093.The geoid height was determined by GEOID99. EH3093 EH3093; North East Units Estimated Accuracy EH3093;SPC MS W - 514,160. 681,580. MT (+/- 180 meters Scaled) EH3093 EH3093 SUPERSEDED SURVEY CONTROL EH3093 EH3093 NGVD 29 - 49.05 (m) 160.9 (f) RESET 3 EH3093 EH3093.Superseded values are not recommended for survey control. EH3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3093.See file dsdata.txt to determine how the superseded data were derived. EH3093 EH3093_MARKER: DS = TRIANGULATION STATION DISK EH3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3093_STAMPING: BOONE 2 1986 EH3093_MARK LOGO: NGS EH3093_PROJECTION: FLUSH EH3093_MAGNETIC: N = NO MAGNETIC MATERIAL EH3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3093+STABILITY: SURFACE MOTION EH3093 EH3093 HISTORY - Date Condition Report By EH3093 HISTORY - 1986 MONUMENTED NGS EH3093 HISTORY - 19861010 GOOD NGS EH3093 EH3093 STATION DESCRIPTION EH3093 EH3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EH3093'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 49 AND 61 NORTH FROM THE EH3093'JUNCTION OF U.S. HIGHWAY 61 SOUTH IN CLARKSDALE TO THE JUNCTION OF EH3093'U.S. HIGHWAY 61 NORTH ON THE LEFT, THENCE SOUTHEAST ALONG U.S. EH3093'HIGHWAY 49 FOR 2.25 MILES TO BRICK HOUSE AND MARK ON RIGHT, IN LAWN EH3093'OF J.C. MULLINS HOME, 111.0 FT (33.8 M) SOUTHWEST OF THE CENTER OF EH3093'HIGHWAY 49, 106.0 FT (32.3 M) NORTHWEST OF THE NORTHWEST EDGE OF EH3093'CONCRETE DRIVEWAY TO HOUSE, 102.0 FT (31.1 M) WEST OF THE WEST ONE OF EH3093'FOUR BRICK POSTS AT DRIVEWAY ENTRANCE, 96.0 FT (29.3 M) NORTH OF THE EH3093'NORTHEAST CORNER OF HOUSE, 14.0 FT (4.3 M) SOUTH OF THE EDGE OF CANAL EH3093'BANK AND 9.0 FT (2.7 M) NORTH OF A 12-INCH PINE TREE AT EAST END OF A EH3093'ROW OF PINES, MARK IS FLUSH WITH THE GROUND. EH3093 EH3093 STATION RECOVERY (1986) EH3093 EH3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) EH3093'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH SOUTHEAST OF EH3093'CLARKSDALE, 5.25 MI (8.45 KM) NORTH NORTHWEST OF DUBLIN, IN SECTION 8, EH3093'T 26N, R 3W ON PROPERTY OWNED AND OCCUPIED BY J C MULLINS. TO REACH EH3093'THE STATION FROM THE JUNCTION OF US HIGHWAYS 49 AND 61 SOUTH IN EH3093'CLARKSDALE, GO SOUTHEAST ON US HIGHWAYS 49 AND 61 NORTH FOR 2.0 MI EH3093'(3.2 KM) TO JUNCTION OF US HIGHWAY 61 NORTH ON THE LEFT, CONTINUE EH3093'SOUTHEAST ON US HIGHWAY 49 FOR 2.2 MI (3.5 KM) TO A BRICK HOUSE AND EH3093'STATION ON THE RIGHT, JUST AFTER CROSSING CANAL. EH3093'STATION MARK IS A STANDARD NGS DISK STAMPED--BOONE 2 1986--, SET IN EH3093'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS IN THE EH3093'LAWN OF THE J C MULLINS HOME, 33.83 M (110.99 FT) SOUTHWEST OF THE EH3093'CENTER OF HIGHWAY, 32.31 M (106.00 FT) NORTHWEST OF THE NORTHWEST EDGE EH3093'OF CONCRETE DRIVEWAY TO HOUSE, 31.09 M (102.00 FT) WEST OF THE WEST EH3093'ONE OF FOUR BRICK POST AT DRIVEWAY ENTRANCE, 29.26 M (96.00 FT) NORTH EH3093'OF THE NORTHEAST CORNER OF BRICK HOUSE, 4.27 M (14.01 FT) SOUTH EH3093'SOUTHEAST OF EDGE OF CANAL BANK AND 2.74 M (8.99 FT) NORTH OF A EH3093'12-INCH PINE TREE AT EAST END OF A ROW OF PINES. REFERENCE MARK NO 1 EH3093'IS A STANDARD DISK STAMPED--BOONE NO 1 1957--, SET IN TOP OF A SQUARE EH3093'CONCRETE POST, PROJECTING 6 INCHES. IT IS 16.46 M (54.00 FT) EH3093'NORTHEAST OF THE CENTER OF HIGHWAY, 4.72 M (15.49 FT) EAST OF A POLE EH3093'WITH METER, 2.44 M (8.01 FT) SOUTH OF THE EDGE OF CANAL BANK, 0.46 M EH3093'(1.51 FT) SOUTHWEST OF A POWER SERVICE POLE AND 0.30 M (0.98 FT) EH3093'SOUTHEAST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO 3 IS A EH3093'STANDARD NGS DISK STAMPED--BOONE 2 NO 3 1986--, SET IN A DRILL HOLE IN EH3093'CONCRETE DRIVEWAY. IT IS 46.33 M (152.00 FT) SOUTHWEST OF THE CENTER EH3093'OF HIGHWAY, 31.85 M (104.49 FT) SOUTH SOUTHEAST OF 12-INCH PINE TREE EH3093'AT EAST END OF ROW OF PINES, 28.35 M (93.01 FT) EAST OF THE NORTHEAST EH3093'CORNER OF BRICK HOUSE, 18.53 M (60.79 FT) NORTHEAST OF THE SOUTHEAST EH3093'METAL POLE OF CARPORT AND 0.18 M (0.59 FT) SOUTH SOUTHEAST OF THE EH3093'NORTHWEST EDGE OF CONCRETE DRIVEWAY. AZIMUTH MARK IS A STANDARD NGS EH3093'DISK STAMPED--BOONE 2 1986--, SET IN TOP OF A ROUND CONCRETE POST, EH3093'FLUSH WITH THE GROUND. IT IS IN A CULTIVATED FIELD, 25.60 M (83.99 EH3093'FT) NORTH OF A POWER POLE WITH TRANSFORMER, 23.46 M (76.97 FT) EH3093'NORTHEAST OF THE CENTER OF HIGHWAY, 0.91 M (2.99 FT) SOUTHEAST OF A EH3093'POWER SERVICE POLE WITH A METER, 0.85 M (2.79 FT) SOUTH SOUTHWEST OF EH3093'THE WEST I-BEAM STEEL POST OF SIGN BOARD AND 0.60 M (1.97 FT) EH3093'SOUTHEAST OF A CARSONITE WITNESS POST. TO REACH AZIMUTH MARK FROM THE EH3093'STATION, GO NORTHWEST ON US HIGHWAY 49 FOR 0.45 MI (0.72 KM) TO A SIGN EH3093'BOARD AND MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EH3095 *********************************************************************** EH3095 DESIGNATION - BOONE 2 AZ MK EH3095 PID - EH3095 EH3095 STATE/COUNTY- MS/COAHOMA EH3095 USGS QUAD - CLARKSDALE (1967) EH3095 EH3095 *CURRENT SURVEY CONTROL EH3095 ___________________________________________________________________ EH3095* NAD 83(1986)- 34 08 17. (N) 090 32 01. (W) SCALED EH3095* NAVD 88 - 49.07 (+/-2cm) 161.0 (feet) VERTCON EH3095 ___________________________________________________________________ EH3095 GEOID HEIGHT- -26.39 (meters) GEOID99 EH3095 EH3095 VERT ORDER - THIRD (See Below) EH3095 EH3095.The horizontal coordinates were scaled from a topographic map and have EH3095.an estimated accuracy of +/- 6 seconds. EH3095 EH3095.The NAVD 88 height was computed by applying the VERTCON shift value to EH3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH3095.The vertical order pertains to the superseded datum. EH3095 EH3095.The geoid height was determined by GEOID99. EH3095 EH3095; North East Units Estimated Accuracy EH3095;SPC MS W - 514,280. 681,530. MT (+/- 180 meters Scaled) EH3095 EH3095 SUPERSEDED SURVEY CONTROL EH3095 EH3095 NGVD 29 - 49.10 (m) 161.1 (f) RESET 3 EH3095 EH3095.Superseded values are not recommended for survey control. EH3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3095.See file dsdata.txt to determine how the superseded data were derived. EH3095 EH3095_MARKER: DZ = AZIMUTH MARK DISK EH3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3095_STAMPING: BOONE 2 1986 EH3095_MARK LOGO: NGS EH3095_MAGNETIC: N = NO MAGNETIC MATERIAL EH3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3095+STABILITY: SURFACE MOTION EH3095 EH3095 HISTORY - Date Condition Report By EH3095 HISTORY - 1986 MONUMENTED NGS EH3095 HISTORY - 19861010 GOOD NGS EH3095 EH3095 STATION DESCRIPTION EH3095 EH3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EH3095'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 49 AND 61 NORTH FROM THE EH3095'JUNCTION OF U.S. HIGHWAY 61 SOUTH IN CLARKSDALE TO THE JUNCTION OF EH3095'U.S. HIGHWAY 61 NORTH ON THE LEFT, THENCE SOUTHEAST ALONG U.S. EH3095'HIGHWAY 49 FOR 1.8 MILES TO A SIGN BOARD AND MARK ON THE LEFT IN EH3095'CULTIVATED FIELD, 84.0 FT (25.6 M) NORTH OF A POWER POLE WITH EH3095'TRANSFORMER, 77 FT (23.5 M) NORTHEAST OF THE CENTER OF HIGHWAY, 3.0 EH3095'FT (0.9 M) SOUTHEAST OF A POWER SERVICE POLE WITH METER ATTACHED, AND EH3095'2.8 FT (0.9 M) SOUTH-SOUTHWEST OF THE WEST STEEL I-BEAM POST OF EH3095'SIGNBOARD, MARK IS FLUSH WITH THE GROUND. EH3095 EH3095 STATION RECOVERY (1986) EH3095 EH3095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) EH3095'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH SOUTHEAST OF EH3095'CLARKSDALE, 5.6 MI (9.0 KM) NORTH NORTHWEST OF DUBLIN, IN SECTION 8, T EH3095'26N, R 3W, ON THE NORTHEAST SIDE OF US HIGHWAY 49. TO REACH FROM THE EH3095'JUNCTION OF US HIGHWAYS 49 AND 61 SOUTH IN CLARKSDALE, GO SOUTHEAST ON EH3095'US HIGHWAYS 49 AND 61 NORTH FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF US EH3095'HIGHWAY 61 NORTH ON THE LEFT, CONTINUE SOUTHEAST ON US HIGHWAY 49 FOR EH3095'1.8 MI (2.9 KM) TO A SIGN BOARD AND MARK ON THE LEFT. AZIMUTH MARK IS EH3095'A STANDARD NGS DISK STAMPED BOONE 2 1986, SET IN THE TOP OF A ROUND EH3095'CONCRETE POST, FLUSH WITH THE GROUND. IT IS IN A CULTIVATED FIELD, EH3095'25.60 M (83.99 FT) NORTH OF A POWER POLE WITH A TRANSFORMER, 23.46 M EH3095'(76.97 FT) NORTHEAST OF THE CENTER OF HIGHWAY, 0.91 M (2.99 FT) EH3095'SOUTHEAST OF A POWER SERVICE POLE WITH METER ATTACHED, 0.85 M (2.79 EH3095'FT) SOUTH SOUTHWEST OF THE WEST I-BEAM STEEL POST OF SIGNBOARD AND EH3095'0.60 M (1.97 FT) SOUTHEAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EH3094 *********************************************************************** EH3094 DESIGNATION - BOONE 2 RM 3 EH3094 PID - EH3094 EH3094 STATE/COUNTY- MS/COAHOMA EH3094 USGS QUAD - CLARKSDALE (1967) EH3094 EH3094 *CURRENT SURVEY CONTROL EH3094 ___________________________________________________________________ EH3094* NAD 83(1986)- 34 08 13. (N) 090 31 59. (W) SCALED EH3094* NAVD 88 - 49.05 (meters) 160.9 (feet) RESET EH3094 ___________________________________________________________________ EH3094 GEOID HEIGHT- -26.39 (meters) GEOID99 EH3094 EH3094 VERT ORDER - THIRD EH3094 EH3094.The horizontal coordinates were scaled from a topographic map and have EH3094.an estimated accuracy of +/- 6 seconds. EH3094 EH3094.The orthometric height was computed from unverified reset data. EH3094.No vertical observational check was made to the station. EH3094 EH3094.The geoid height was determined by GEOID99. EH3094 EH3094; North East Units Estimated Accuracy EH3094;SPC MS W - 514,160. 681,580. MT (+/- 180 meters Scaled) EH3094 EH3094 SUPERSEDED SURVEY CONTROL EH3094 EH3094 NGVD 29 - 49.09 (m) 161.1 (f) RESET 3 EH3094 EH3094.Superseded values are not recommended for survey control. EH3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3094.See file dsdata.txt to determine how the superseded data were derived. EH3094 EH3094_MARKER: DR = REFERENCE MARK DISK EH3094_SETTING: 31 = DRIVEWAY EH3094_STAMPING: BOONE 2 NO 3 1986 EH3094_MARK LOGO: NGS EH3094_MAGNETIC: N = NO MAGNETIC MATERIAL EH3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH3094 EH3094 HISTORY - Date Condition Report By EH3094 HISTORY - 1986 MONUMENTED NGS EH3094 EH3094 STATION DESCRIPTION EH3094 EH3094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EH3094'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 49 AND 61 NORTH FROM THE EH3094'JUNCTION OF U.S. HIGHWAY 61 SOUTH IN CLARKSDALE TO THE JUNCTION OF EH3094'U.S. HIGHWAY 61 NORTH ON THE LEFT, THENCE SOUTHEAST ALONG U.S. EH3094'HIGHWAY 49 FOR 2.25 MILES TO A CONCRETE DRIVEWAY TO BRICK HOUSE AND EH3094'MARK ON THE RIGHT, 152.0 FT (46.3 M) SOUTHWEST OF THE CENTER OF EH3094'HIGHWAY 49, 104.5 FT (31.9 M) SOUTH-SOUTHEAST OF A 12-INCH PINE TREE EH3094'AT EAST END OF A ROW OF PINES, 93.0 FT (28.3 M) EAST OF THE NORTHEAST EH3094'CORNER OF BRICK HOUSE, 60.8 FT (18.5 M) NORTHEAST OF THE SOUTHEAST EH3094'METAL POLE OF CARPORT AND 0.6 FT (0.2 M) SOUTHEAST OF THE NORTHWEST EH3094'EDGE OF CONCRETE DRIVEWAY, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EH3134 *********************************************************************** EH3134 DESIGNATION - CHAPEL 2 EH3134 PID - EH3134 EH3134 STATE/COUNTY- MS/COAHOMA EH3134 USGS QUAD - JONESTOWN (1969) EH3134 EH3134 *CURRENT SURVEY CONTROL EH3134 ___________________________________________________________________ EH3134* NAD 83(1986)- 34 21 36. (N) 090 29 05. (W) SCALED EH3134* NAVD 88 - 53.66 (meters) 176.0 (feet) RESET EH3134 ___________________________________________________________________ EH3134 GEOID HEIGHT- -26.69 (meters) GEOID99 EH3134 EH3134 VERT ORDER - THIRD EH3134 EH3134.The horizontal coordinates were scaled from a topographic map and have EH3134.an estimated accuracy of +/- 6 seconds. EH3134 EH3134.The orthometric height was computed from unverified reset data. EH3134.No vertical observational check was made to the station. EH3134 EH3134.The geoid height was determined by GEOID99. EH3134 EH3134; North East Units Estimated Accuracy EH3134;SPC MS W - 538,890. 686,070. MT (+/- 180 meters Scaled) EH3134 EH3134 SUPERSEDED SURVEY CONTROL EH3134 EH3134 NGVD 29 - 53.71 (m) 176.2 (f) RESET 3 EH3134 EH3134.Superseded values are not recommended for survey control. EH3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3134.See file dsdata.txt to determine how the superseded data were derived. EH3134 EH3134_MARKER: DH = HORIZONTAL CONTROL DISK EH3134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3134_STAMPING: CHAPEL 2 1992 EH3134_MARK LOGO: NGS EH3134_PROJECTION: FLUSH EH3134_MAGNETIC: N = NO MAGNETIC MATERIAL EH3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3134+STABILITY: SURFACE MOTION EH3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH3134+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992 EH3134 EH3134 HISTORY - Date Condition Report By EH3134 HISTORY - 1992 MONUMENTED MSHD EH3134 HISTORY - 19920505 GOOD MSHD EH3134 EH3134 STATION DESCRIPTION EH3134 EH3134'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 EH3134'STATION IS LOCATED 6.9 MI (11.1 KM) SOUTH OF THE CENTER OF LULA, 2.7 EH3134'MI (4.3 KM) NORTHWEST OF JONESTOWN, IN THE NORTHWEST QUARTER OF EH3134'SECTION 26, T 29 N, R 3 W AND ON RIGHT OF WAY OF COUNTY ROAD. TO EH3134'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61, ABOUT 2.0 MI EH3134'(3.2 KM) SOUTHEAST OF LULA, GO SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MI EH3134'(7.4 KM) TO A CROSSROAD, TURN LEFT AND GO EASTERLY ON PAVED ROAD FOR EH3134'0.05 MI (0.08 KM) TO STATION ON THE RIGHT, IN TOP OF A ROUND CONCRETE EH3134'POST, FLUSH WITH THE GROUND, 296.0 FT (90.2 M) EAST OF THE CENTER OF EH3134'THE NORTH BOUND LANES OF U.S. HIGHWAY 61, 177.5 FT (54.1 M) NORTH EH3134'NORTHEAST OF A POWER POLE WITH GUY WIRES, 90.0 FT (27.4 M) EAST OF A EH3134'LONE 48 INCH OAK TREE, 82.0 FT (25.0 M) SOUTHEAST OF A POWER POLE EH3134'WITH GUY WIRES, 27.0 FT (8.2 M) SOUTH OF THE CENTER OF PAVED ROAD, EH3134'3.8 FT (1.2 M) SOUTHWEST OF TELEPHONE POLE NO. 33, 3.6 FT (1.1 M) EH3134'NORTHEAST OF CONCRETE RIGHT-OF-WAY MARKER, 2.5 FT (0.8 M) EAST AND EH3134'WEST OF CARSONITE WITNESS POSTS AND 1.5 FT (0.5 M) NORTH OF A METAL EH3134'GUARD POST. EH3134 EH3134 STATION RECOVERY (1992) EH3134 EH3134'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR) EH3134'STATION IS LOCATED 6.9 MI (11.1 KM) SOUTH OF THE CENTER OF LULA, 2.7 EH3134'MI (4.3 KM) NORTHWEST OF JONESTOWN, IN THE NORTHWEST QUARTER OF EH3134'SECTION 26, T 29 N, R 3 W AND ON RIGHT OF WAY OF COUNTY ROAD. EH3134'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61, ABOUT 2.0 MI EH3134'(3.2 KM) SOUTHEAST OF LULA, GO SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MI EH3134'(7.4 KM) TO A CROSSROAD, TURN LEFT AND GO EASTERLY ON PAVED ROAD FOR EH3134'0.05 MI (0.08 KM) TO STATION ON THE RIGHT. EH3134'STATION MARK IS A STANDARD NGS DISK STAMPED---CHAPEL 2 1992---SET IN EH3134'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 296.0 FT EH3134'(90.2 M) EAST OF THE CENTER OF THE NORTH BOUND LANES OF U.S. HIGHWAY EH3134'61, 177.5 FT (54.1 M) NORTH NORTHEAST OF A POWER POLE WITH GUY WIRES, EH3134'90.0 FT (27.4 M) EAST OF A LONE 48 INCH OAK TREE, 82.0 FT (25.0 M) EH3134'SOUTHEAST OF A POWER POLE WITH GUY WIRES, 27.0 FT (8.2 M) SOUTH OF THE EH3134'CENTER OF PAVED ROAD, 3.8 FT (1.2 M) SOUTHWEST OF TELEPHONE POLE NO EH3134'33, 3.6 FT (1.1 M) NORTHEAST OF CONCRETE RIGHT-OF-WAY MARKER, 2.5 FT EH3134'(0.8 M) EAST AND WEST OF CARSONITE WITNESS POSTS AND 1.5 FT (0.5 M) EH3134'NORTH OF A METAL GUARD POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EH3096 *********************************************************************** EH3096 DESIGNATION - CLOVER 2 EH3096 PID - EH3096 EH3096 STATE/COUNTY- MS/COAHOMA EH3096 USGS QUAD - COAHOMA (1964) EH3096 EH3096 *CURRENT SURVEY CONTROL EH3096 ___________________________________________________________________ EH3096* NAD 83(1986)- 34 16 51. (N) 090 30 51. (W) SCALED EH3096* NAVD 88 - 50.63 (meters) 166.1 (feet) RESET EH3096 ___________________________________________________________________ EH3096 GEOID HEIGHT- -26.60 (meters) GEOID99 EH3096 EH3096 VERT ORDER - THIRD EH3096 EH3096.The horizontal coordinates were scaled from a topographic map and have EH3096.an estimated accuracy of +/- 6 seconds. EH3096 EH3096.The orthometric height was computed from unverified reset data. EH3096.No vertical observational check was made to the station. EH3096 EH3096.The geoid height was determined by GEOID99. EH3096 EH3096; North East Units Estimated Accuracy EH3096;SPC MS W - 530,110. 683,350. MT (+/- 180 meters Scaled) EH3096 EH3096 SUPERSEDED SURVEY CONTROL EH3096 EH3096 NGVD 29 - 50.69 (m) 166.3 (f) RESET 3 EH3096 EH3096.Superseded values are not recommended for survey control. EH3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3096.See file dsdata.txt to determine how the superseded data were derived. EH3096 EH3096_MARKER: DH = HORIZONTAL CONTROL DISK EH3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3096_STAMPING: CLOVER 2 1989 EH3096_MARK LOGO: NGS EH3096_PROJECTION: FLUSH EH3096_MAGNETIC: N = NO MAGNETIC MATERIAL EH3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3096+STABILITY: SURFACE MOTION EH3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH3096+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989 EH3096 EH3096 HISTORY - Date Condition Report By EH3096 HISTORY - 1989 MONUMENTED NGS EH3096 HISTORY - 19890815 GOOD MSHD EH3096 EH3096 STATION DESCRIPTION EH3096 EH3096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 EH3096'8.04 KM (5.00 MI) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF EH3096'STATE HIGHWAY 6 IN THE NORTH EDGE OF CLARKSDALE TO A PAVED CROSSROAD, EH3096'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.08 KM (0.05 MI) TO MARK ON THE EH3096'RIGHT, ON HIGHWAY RIGHT OF WAY, 116.7 M (382.9 FT) NORTH OF THE CENTER EH3096'OF EAST-WEST PAVED ROAD, 18.0 M (59.1 FT) EAST OF THE CENTER OF NORTH EH3096'BOUND LANES OF HIGHWAY 61, 12.5 M (41.0 FT) NORTHWEST OF A TWIN EH3096'TRUNKED COTTONWOOD TREE, 1.0 M (3.3 FT) NORTHEAST OF POWER POLE NO. EH3096'935, 0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST, 0.6 M (2.0 FT) EH3096'SOUTH OF A CARSONITE WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST EH3096'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HIGHWAY. EH3096 EH3096 STATION RECOVERY (1989) EH3096 EH3096'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR) EH3096'STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH NORTHEAST OF EH3096'CLARKSDALE, 7.24 KM (4.50 MI) SOUTHWEST OF JONESTOWN, IN SECTION 21, EH3096'T28 N, R3 W AND ON HIGHWAY RIGHT OF WAY. EH3096'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 6, IN EH3096'THE NORTHEAST EDGE OF CLARKSDALE, GO NORTH ON U.S. HIGHWAY 61 FOR 8.04 EH3096'KM (5.00 MI) TO A PAVED CROSSROAD, CONTINUE NORTH ON U.S. HIGHWAY 61 EH3096'0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT. EH3096'THE STATION MARKS ARE STANDARD NGS DISKS, STAMPED---CLOVER 2 EH3096'1989---SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH EH3096'THE GROUND. IT IS 116.7 M (382.9 FT) NORTH OF THE CENTER OF A PAVED EH3096'ROAD, 18.0 M (59.1 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF EH3096'HIGHWAY 61, 12.5 M (41.0 FT) NORTHWEST OF A DOUBLE TRUNK COTTONWOOD EH3096'TREE, 0.8 M (2.6 FT) EAST NORTHEAST OF POWER POLE NO.935, 0.6 M (2.0 EH3096'FT) NORTH OF A METAL WITNESS POST AND 0.6 M (2.0 FT) SOUTH OF A EH3096'CARSONITE WITNESS POST.