1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1828 *********************************************************************** BV1828 DESIGNATION - 84 V 116 RESET BV1828 PID - BV1828 BV1828 STATE/COUNTY- MS/WAYNE BV1828 USGS QUAD - MYRICK (1982) BV1828 BV1828 *CURRENT SURVEY CONTROL BV1828 ___________________________________________________________________ BV1828* NAD 83(1986)- 31 42 05. (N) 088 54 20. (W) SCALED BV1828* NAVD 88 - 93.47 (meters) 306.7 (feet) RESET BV1828 ___________________________________________________________________ BV1828 GEOID HEIGHT- -26.45 (meters) GEOID99 BV1828 BV1828 VERT ORDER - THIRD BV1828 BV1828.The horizontal coordinates were scaled from a topographic map and have BV1828.an estimated accuracy of +/- 6 seconds. BV1828 BV1828.The orthometric height was computed from unverified reset data. BV1828.No vertical observational check was made to the station. BV1828 BV1828.The geoid height was determined by GEOID99. BV1828 BV1828; North East Units Estimated Accuracy BV1828;SPC MS E - 244,040. 293,150. MT (+/- 180 meters Scaled) BV1828 BV1828 SUPERSEDED SURVEY CONTROL BV1828 BV1828 NGVD 29 - 93.49 (m) 306.7 (f) RESET 3 BV1828 BV1828.Superseded values are not recommended for survey control. BV1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1828.See file dsdata.txt to determine how the superseded data were derived. BV1828 BV1828_MARKER: DB = BENCH MARK DISK BV1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1828_STAMPING: 84 V 116 RESET 1985 BV1828_MARK LOGO: NGS BV1828_MAGNETIC: N = NO MAGNETIC MATERIAL BV1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1828+STABILITY: SURFACE MOTION BV1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1828+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991 BV1828 BV1828 HISTORY - Date Condition Report By BV1828 HISTORY - 1985 MONUMENTED NGS BV1828 HISTORY - 19910805 GOOD MSHD BV1828 BV1828 STATION DESCRIPTION BV1828 BV1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BV1828'11.8 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF I-59, AT BV1828'EAST EDGE OF LAUREL TO A CROSSROAD, CONTINUE EAST ON HIGHWAY 84 FOR BV1828'0.85 MILE TO MARK ON THE RIGHT, 125.0 FT (38.1 M) SOUTH OF THE CENTER BV1828'OF THE EAST BOUND LANES OF HIGHWAY 84, 59.0 FT (18.0 M) NORTH OF THE BV1828'CENTER OF GRAVEL DRIVE TO HOUSE, 3.0 FT (0.9 M) WEST OF A 14-INCH BV1828'PINE TREE, MARK IS FLUSH WITH THE GROUND. BV1828 BV1828 STATION RECOVERY (1991) BV1828 BV1828'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BV1828'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) EAST OF LAUREL, ON THE BV1828'SOUTH R.O.W. OF U.S. HIGHWAY 84, 15.5 MI (24.9 KM) WEST OF BV1828'WAYNESBORO, 6.15 MI (9.90 KM) WEST OF THE BEAT FOUR SCHOOL AT BV1828'WHISTLER, 2.5 MI (4.0 KM) EAST OF THE JONES-WAYNE COUNTY LINE AND IS BV1828'IN SECTION 33, T 9N, R 9W. BV1828'TO REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 84 BYPASS AND U.S BV1828'HIGHWAY 84 ABOUT 5.5 MI (8.9 KM) EAST OF LAUREL, GO EAST ON U.S. BV1828'HIGHWAY 84 FOR 7.15 MI (11.51 KM) TO A CROSSROAD, CONTINUE EAST ON BV1828'U.S. HIGHWAY 84 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT. BV1828'MARK IS A NGS BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST, BV1828'FLUSH WITH THE GROUND, 457.0 FT (139.3 M) WEST OF THE CENTER OF A BV1828'DRIVEWAY, 245.0 FT (74.7 M) EAST OF THE PROJECTED CENTER OF A BV1828'CROSSOVER, 121.0 FT (36.9 M) SOUTH OF THE CENTER OF THE EAST BOUND BV1828'LANE OF U.S. HIGHWAY 84, 64.0 FT (19.5 M) NORTHEAST OF A WATER VALVE, BV1828'58.0 FT (17.7 M) NORTH OF THE CENTER OF AN ABANDONED DRIVEWAY, 2.7 FT BV1828'(0.8 M) WEST OF A 12 INCH PINE WITH A WITNESS SIGN ON IT AND 1.5 FT BV1828'(0.5 M) EAST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1829 *********************************************************************** BV1829 DESIGNATION - 84 V 121 RESET BV1829 PID - BV1829 BV1829 STATE/COUNTY- MS/WAYNE BV1829 USGS QUAD - WHISTLER (1982) BV1829 BV1829 *CURRENT SURVEY CONTROL BV1829 ___________________________________________________________________ BV1829* NAD 83(1986)- 31 41 48. (N) 088 49 11. (W) SCALED BV1829* NAVD 88 - 111.21 (meters) 364.9 (feet) RESET BV1829 ___________________________________________________________________ BV1829 GEOID HEIGHT- -26.53 (meters) GEOID99 BV1829 BV1829 VERT ORDER - THIRD BV1829 BV1829.The horizontal coordinates were scaled from a topographic map and have BV1829.an estimated accuracy of +/- 6 seconds. BV1829 BV1829.The orthometric height was computed from unverified reset data. BV1829.No vertical observational check was made to the station. BV1829 BV1829.The geoid height was determined by GEOID99. BV1829 BV1829; North East Units Estimated Accuracy BV1829;SPC MS E - 243,520. 301,290. MT (+/- 180 meters Scaled) BV1829 BV1829 SUPERSEDED SURVEY CONTROL BV1829 BV1829 NGVD 29 - 111.23 (m) 364.9 (f) RESET 3 BV1829 BV1829.Superseded values are not recommended for survey control. BV1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1829.See file dsdata.txt to determine how the superseded data were derived. BV1829 BV1829_MARKER: DB = BENCH MARK DISK BV1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1829_STAMPING: 84 V 121 RESET 1985 BV1829_MARK LOGO: NGS BV1829_MAGNETIC: N = NO MAGNETIC MATERIAL BV1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1829+STABILITY: SURFACE MOTION BV1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1829+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991 BV1829 BV1829 HISTORY - Date Condition Report By BV1829 HISTORY - 1985 MONUMENTED NGS BV1829 HISTORY - 19910807 GOOD MSHD BV1829 BV1829 STATION DESCRIPTION BV1829 BV1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BV1829'10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN BV1829'WAYNESBORO TO A PAVED SIDE ROAD AND MARK ON THE RIGHT, 161.0 FT BV1829'(49.1 M) NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 84, BV1829'71.5 FT (21.8 M) NORTH OF A POWER POLE WITH TRANSFORMER, 30.0 FT BV1829'(9.1 M) SOUTHWEST OF THE CENTER OF PAVED ROAD LEADING NORTH, 18.5 FT BV1829'(5.6 M) WEST-NORTHWEST OF A POWER POLE, 5.0 FEET WEST OF CYCLONE BV1829'FENCE CORNER, MARK IS FLUSH WITH THE GROUND. BV1829 BV1829 STATION RECOVERY (1991) BV1829 BV1829'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BV1829'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST OF WAYNESBORO, IN THE BV1829'NORTHWEST ANGLE OF A T INTERSECTION, 0.7 MI (1.1 KM) WEST OF THE BV1829'BEAT FOUR SCHOOL AT WHISTLER AND IS IN SECTION 32, T 9N, R 8W. BV1829'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S. BV1829'HIGHWAY 84 FOR 10.65 MI (17.14 KM) TO A SIDE ROAD AND THE MARK ON THE BV1829'RIGHT. BV1829'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1.0 BV1829'FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 1 INCH, 160.5 BV1829'FT (48.9 M) NORTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 84, BV1829'98.0 FT (29.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BV1829'BLOCK BUILDING, 40.0 FT (12.2 M) NORTH OF THE CENTER OF A PAVED ROAD, BV1829'30.0 FT (9.1 M) SOUTHWEST OF THE CENTER OF ANOTHER PAVED ROAD, 18.3 BV1829'FT (5.6 M) WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 8.7 FT BV1829'(2.7 M) SOUTHEAST OF A 10 INCH CEDAR AND 2.9 FT (0.9 M) BV1829'WEST-SOUTHWEST OF A 12 INCH OAK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1830 *********************************************************************** BV1830 DESIGNATION - 84 V 123 RESET BV1830 PID - BV1830 BV1830 STATE/COUNTY- MS/WAYNE BV1830 USGS QUAD - WHISTLER (1982) BV1830 BV1830 *CURRENT SURVEY CONTROL BV1830 ___________________________________________________________________ BV1830* NAD 83(1986)- 31 41 41. (N) 088 47 30. (W) SCALED BV1830* NAVD 88 - 113.79 (meters) 373.3 (feet) RESET BV1830 ___________________________________________________________________ BV1830 GEOID HEIGHT- -26.57 (meters) GEOID99 BV1830 BV1830 VERT ORDER - THIRD BV1830 BV1830.The horizontal coordinates were scaled from a topographic map and have BV1830.an estimated accuracy of +/- 6 seconds. BV1830 BV1830.The orthometric height was computed from unverified reset data. BV1830.No vertical observational check was made to the station. BV1830 BV1830.The geoid height was determined by GEOID99. BV1830 BV1830; North East Units Estimated Accuracy BV1830;SPC MS E - 243,300. 303,950. MT (+/- 180 meters Scaled) BV1830 BV1830 SUPERSEDED SURVEY CONTROL BV1830 BV1830 NGVD 29 - 113.81 (m) 373.4 (f) RESET 3 BV1830 BV1830.Superseded values are not recommended for survey control. BV1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1830.See file dsdata.txt to determine how the superseded data were derived. BV1830 BV1830_MARKER: DB = BENCH MARK DISK BV1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1830_STAMPING: 84 V 123 RESET 1985 BV1830_MARK LOGO: NGS BV1830_MAGNETIC: N = NO MAGNETIC MATERIAL BV1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1830+STABILITY: SURFACE MOTION BV1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV1830+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991 BV1830 BV1830 HISTORY - Date Condition Report By BV1830 HISTORY - 1985 MONUMENTED NGS BV1830 HISTORY - 19910806 GOOD MSHD BV1830 BV1830 STATION DESCRIPTION BV1830 BV1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BV1830'8.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN WAYNESBORO BV1830'TO A SIDE ROAD ON THE LEFT, CONTINUE WEST ON HIGHWAY 84 FOR 0.7 MILE BV1830'TO A BRICK HOUSE AND MARK ON THE LEFT, 139.0 FT (42.4 M) NORTH OF THE BV1830'NORTHEAST CORNER OF GARAGE OF BRICK HOUSE, 137.0 FT (41.8 M) SOUTH OF BV1830'THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 84, 43.0 FT (13.1 M) BV1830'EAST OF THE CENTER OF CONCRETE DRIVEWAY, 17.0 FT (5.2 M) SOUTH OF THE BV1830'CENTER OF A PAVED ROAD, 2.5 FT (0.8 M) EAST-SOUTHEAST OF A POWER POLE BV1830'NO. P-1, AND MARK IS FLUSH WITH THE GROUND. BV1830 BV1830 STATION RECOVERY (1991) BV1830 BV1830'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BV1830'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF WAYNESBORO, ON THE BV1830'SOUTH SIDE OF U.S. HIGHWAY 84, 0.75 MI (1.21 KM) EAST OF THE BEAT BV1830'FOUR SCHOOL AT WHISTLER AND IS IN SECTION 4, T 8N, R 8W. BV1830'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S. BV1830'HIGHWAY 84 FOR 8.3 MI (13.4 KM) TO A SIDE ROAD LEFT, CONTINUE WEST ON BV1830'U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO A BRICK HOUSE AND THE MARK ON BV1830'THE LEFT. BV1830'MARK IS A NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH BV1830'THE GROUND, 139.0 FT (42.4 M) NORTH OF THE NORTHEAST CORNER OF THE BV1830'GARAGE FOR THE BRICK HOUSE, 137.0 FT (41.8 M) SOUTH OF THE CENTER OF BV1830'THE EAST BOUND LANE OF HIGHWAY 84, 84.0 FT (25.6 M) SOUTHWEST OF A 24 BV1830'INCH PINE, 53.0 FT (16.2 M) NORTHWEST OF AN 18 INCH PINE, 43.0 FT BV1830'(13.1 M) EAST OF THE CENTER OF A CONCRETE DRIVEWAY, 2.5 FT (0.8 M) BV1830'EAST OF A EAST-SOUTHEAST OF POWER POLE NO P-1 AND 1.5 FT (0.5 M) EAST BV1830'OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0360 *********************************************************************** BV0360 DESIGNATION - G 14 RESET BV0360 PID - BV0360 BV0360 STATE/COUNTY- MS/WAYNE BV0360 USGS QUAD - WATER OAK (1964) BV0360 BV0360 *CURRENT SURVEY CONTROL BV0360 ___________________________________________________________________ BV0360* NAD 83(1986)- 31 31 15. (N) 088 45 24. (W) SCALED BV0360* NAVD 88 - 91.03 (+/-2cm) 298.7 (feet) VERTCON BV0360 ___________________________________________________________________ BV0360 GEOID HEIGHT- -26.73 (meters) GEOID99 BV0360 BV0360 VERT ORDER - THIRD (See Below) BV0360 BV0360.The horizontal coordinates were scaled from a topographic map and have BV0360.an estimated accuracy of +/- 6 seconds. BV0360 BV0360.The NAVD 88 height was computed by applying the VERTCON shift value to BV0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0360.The vertical order pertains to the superseded datum. BV0360 BV0360.The geoid height was determined by GEOID99. BV0360 BV0360; North East Units Estimated Accuracy BV0360;SPC MS E - 224,020. 307,280. MT (+/- 180 meters Scaled) BV0360 BV0360 SUPERSEDED SURVEY CONTROL BV0360 BV0360 NGVD 29 - 91.02 (m) 298.6 (f) RESET 3 BV0360 BV0360.Superseded values are not recommended for survey control. BV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0360.See file dsdata.txt to determine how the superseded data were derived. BV0360 BV0360_MARKER: DB = BENCH MARK DISK BV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0360_STAMPING: G 14 RESET 1961 BV0360_MARK LOGO: CGS BV0360_MAGNETIC: N = NO MAGNETIC MATERIAL BV0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0360+STABILITY: SURFACE MOTION BV0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV0360+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991 BV0360 BV0360 HISTORY - Date Condition Report By BV0360 HISTORY - 1961 MONUMENTED CGS BV0360 HISTORY - 1964 GOOD NGS BV0360 HISTORY - 19910729 GOOD MSHD BV0360 BV0360 STATION DESCRIPTION BV0360 BV0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 BV0360'6.7 MI S FROM CLARA. BV0360'THE MARK IS A DISK SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST. BV0360'IT IS 104 FEET WEST OF THE CENTERLINE OF THE HIGHWAY 63, 53 FEET NORTH BV0360'OF A 36 INCH OAK TREE, 47 FEET EAST OF THE NORTHEAST CORNER OF A SMALL BV0360'FRAME HOUSE, 30 FEET WEST OF THE CENTER OF OLD ROAD, 14 FEET NORTH OF BV0360'THE CENTER OF A DRIVEWAY 1 FOOT SOUTHWEST OF A FENCE CORNER, 1 FOOT BV0360'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND PROJECTS 2 BV0360'INCHES. BV0360 BV0360 STATION RECOVERY (1991) BV0360 BV0360'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BV0360'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHWEST OF CLARA, ON THE BV0360'WEST SIDE OF STATE HIGHWAY 63, ON THE LAWN OF A MOBILE HOME AND IS IN BV0360'SECTION 35, T 7N, R 8W. BV0360'TO REACH FROM THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY BV0360'63 FOR 5.0 MI (8.0 KM) TO A FORK, TAKE THE LEFT FORK AND CONTINUE BV0360'SOUTH ON STATE HIGHWAY 63 FOR 1.9 MI (3.1 KM) TO A DRIVEWAY AND THE BV0360'MARK ON THE RIGHT. BV0360'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT BV0360'1.0 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 1 INCH, BV0360'105.0 FT (32.0 M) WEST OF THE CENTER OF HIGHWAY 63, 81.5 FT (24.8 M) BV0360'NORTHWEST OF A POWER POLE WITH A GUY WIRE, 64.0 FT (19.5 M) SOUTHEAST BV0360'OF A POWER SERVICE POLE, 52.5 FT (16.0 M) NORTH OF A 48 INCH OAK, BV0360'23.0 FT (7.0 M) WEST OF THE CENTER OF THE OLD HIGHWAY, 14.0 FT BV0360'(4.3 M) NORTH OF THE CENTER OF A DRIVEWAY, 3.0 FT (0.9 M) NORTH OF AN BV0360'8 INCH TWIN CEDAR AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0409 *********************************************************************** BV0409 DESIGNATION - WAYNESBORO AZ MK RESET BV0409 PID - BV0409 BV0409 STATE/COUNTY- MS/WAYNE BV0409 USGS QUAD - WAYNESBORO (1982) BV0409 BV0409 *CURRENT SURVEY CONTROL BV0409 ___________________________________________________________________ BV0409* NAD 83(1986)- 31 41 39. (N) 088 38 31. (W) SCALED BV0409* NAVD 88 - 72.84 (meters) 239.0 (feet) RESET BV0409 ___________________________________________________________________ BV0409 GEOID HEIGHT- -26.77 (meters) GEOID99 BV0409 BV0409 VERT ORDER - THIRD BV0409 BV0409.The horizontal coordinates were scaled from a topographic map and have BV0409.an estimated accuracy of +/- 6 seconds. BV0409 BV0409.The orthometric height was computed from unverified reset data. BV0409 BV0409.The geoid height was determined by GEOID99. BV0409 BV0409; North East Units Estimated Accuracy BV0409;SPC MS E - 243,260. 318,140. MT (+/- 180 meters Scaled) BV0409 BV0409 SUPERSEDED SURVEY CONTROL BV0409 BV0409.No superseded survey control is available for this station. BV0409 BV0409_MARKER: DZ = AZIMUTH MARK DISK BV0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) BV0409_STAMPING: WAYNESBORO 1956 1971 BV0409_MARK LOGO: NGS BV0409_MAGNETIC: I = MARKER IS A STEEL ROD BV0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV0409+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990 BV0409 BV0409 HISTORY - Date Condition Report By BV0409 HISTORY - 1971 MONUMENTED NGS BV0409 HISTORY - 19900829 GOOD MSHD BV0409 BV0409 STATION DESCRIPTION BV0409 BV0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 BV0409'IN WAYNESBORO. BV0409'THE MARK IS LOCATED ON THE NORTH EDGE OF WAYNESBORO ON PROPERTY OWNED BV0409'BY MR. J. M. ODEM, 20 FEET WEST OF A ROAD LEADING SOUTH TO A SCHOOL, BV0409'28 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF THE BV0409'NORTHEAST CORNER OF A YARD FENCE, 0.5 FEET EAST OF A FENCE, 8.5 FEET BV0409'SOUTH OF A POWER POLE 121 FEET WEST OF A THE CENTER OF THE DRIVEWAY TO BV0409'THE ODEM HOUSE, AND 1 FOOT SOUTH OF A METAL WITNESS POST. IT IS A BV0409'STANDARD AZIMUTH MARK DISK STAMPED WAYNESBORO 1956 1971 CRIMPED ON A BV0409'4-FOOT SECTION OF COPPERWEL ROD ENCASED IN A SECTION OF 4-INCH BV0409'ORANGEBURG PIPE PROJECTING 2 INCHES. TO REACH THE MARK FOR THE BV0409'JUNCTION OF U.S. HIGHWAY 45 AND 84 IN WAYNESBORO, GO NORTH ON U.S. BV0409'HIGHWAY 45 FOR 1.2 MILE TO S SIDE ROAD RIGHT TURN RIGHT AND GO 0.1 BV0409'MILE TO A T ROAD, TURN LEFT AND GO NORTH AND EAST FOR 0.15 MILE TO THE BV0409'MARK ON THE RIGHT. BV0409 BV0409 STATION RECOVERY (1990) BV0409 BV0409'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 BV0409'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH OF WAYNESBORO, IN THE BV0409'SOUTHWEST ANGLE OF A T INTERSECTION, IN THE FRONT YARD AND ON THE BV0409'PROPERTY OF MR. J.M. OWEN AND IS IN SECTION 1, T 8N, R 7W. BV0409'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S. BV0409'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY BV0409'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 1.2 MI BV0409'(1.9 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND EAST ON A PAVED ROAD BV0409'FOR 0.1 MI (0.2 KM) TO A T INTERSECTION, TURN LEFT AND GO NORTH AND BV0409'EAST ON A PAVED ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT. BV0409'MARK IS A STANDARD DISK CRIMPED ON TOP OF A 4 FEET SECTION OF COPPER BV0409'WELD ROD ENCASED IN A 4 INCH ORANGEBURG PIPE, PROJECTING 2 INCHES, BV0409'131.0 FT (39.9 M) WEST OF THE CENTER OF A DRIVEWAY, 122.0 FT BV0409'(37.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF A BRICK BV0409'HOUSE, 68.0 FT (20.7 M) EAST OF THE CENTER OF THE DRIVEWAY LEADING TO BV0409'THE BRICK HOUSE, 28.0 FT (8.5 M) SOUTH OF THE CENTER OF A PAVED ROAD, BV0409'20.0 FT (6.1 M) WEST OF THE CENTER OF A PAVED ROAD, 10.7 FT (3.3 M) BV0409'SOUTH OF THE NORTHEAST CORNER OF A CYCLONE FENCE, 7.0 FT (2.1 M) SOUTH BV0409'OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 0.5 FT (0.2 M) BV0409'EAST OF A FENCE AND 0.5 FT (0.2 M) SOUTH OF A METAL WITNESS POST.