1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1112 *********************************************************************** BV1112 DESIGNATION - 98 V 132 RESET BV1112 PID - BV1112 BV1112 STATE/COUNTY- MS/LAMAR BV1112 USGS QUAD - HATTIESBURG SW (1982) BV1112 BV1112 *CURRENT SURVEY CONTROL BV1112 ___________________________________________________________________ BV1112* NAD 83(1986)- 31 18 55. (N) 089 26 39. (W) SCALED BV1112* NAVD 88 - 106.22 (+/-2cm) 348.5 (feet) VERTCON BV1112 ___________________________________________________________________ BV1112 GEOID HEIGHT- -26.69 (meters) GEOID99 BV1112 BV1112 VERT ORDER - THIRD (See Below) BV1112 BV1112.The horizontal coordinates were scaled from a topographic map and have BV1112.an estimated accuracy of +/- 6 seconds. BV1112 BV1112.The NAVD 88 height was computed by applying the VERTCON shift value to BV1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1112.The vertical order pertains to the superseded datum. BV1112 BV1112.The geoid height was determined by GEOID99. BV1112 BV1112; North East Units Estimated Accuracy BV1112;SPC MS E - 201,390. 241,860. MT (+/- 180 meters Scaled) BV1112 BV1112 SUPERSEDED SURVEY CONTROL BV1112 BV1112 NGVD 29 - 106.24 (m) 348.6 (f) RESET 3 BV1112 BV1112.Superseded values are not recommended for survey control. BV1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1112.See file dsdata.txt to determine how the superseded data were derived. BV1112 BV1112_MARKER: DB = BENCH MARK DISK BV1112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED BV1112+WITH SETTING: INTO GROUND BV1112_STAMPING: 98 V 132 RESET 1976 BV1112_PROJECTION: FLUSH BV1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1112+STABILITY: SURFACE MOTION BV1112_ROD/PIPE-DEPTH: 1.22 meters BV1112 BV1112 HISTORY - Date Condition Report By BV1112 HISTORY - 1976 MONUMENTED NGS BV1112 BV1112 STATION DESCRIPTION BV1112 BV1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BV1112'9.3 MI WEST FROM HATTIESBURG. BV1112'5.6 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF INTERSTATE BV1112'HIGHWAY 59 IN HATTIESBURG TO A CROSSROAD AND MARK IN SOUTHWEST ANGLE BV1112'OF INTERSECTION, 210 FT. WEST OF THE CENTER OF PAVED ROAD, 134 FT. BV1112'SOUTH OF THE CENTER OF THE EAST-BOUND LANE OF HIGHWAY UNDER BV1112'CONSTRUCTION, 160 FT. WEST OF POWER POLE AT FENCE CORNER, 84 FT. EAST BV1112'OF A POWER POLE AND 1 FT. NORTH OF A METAL WITNESS POST AND SIGN IN BV1112'FENCELINE. A STANDARD DISK CRIMPED TO THE TOP OF A 4 FT. COPPER BV1112'COATED ROD WITH BASEPLATE AND COLLAR, SET FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0649 *********************************************************************** BV0649 DESIGNATION - 98 V 134 MSHD RESET 1976 BV0649 PID - BV0649 BV0649 STATE/COUNTY- MS/LAMAR BV0649 USGS QUAD - HATTIESBURG SW (1982) BV0649 BV0649 *CURRENT SURVEY CONTROL BV0649 ___________________________________________________________________ BV0649* NAD 83(1986)- 31 19 07. (N) 089 23 56. (W) SCALED BV0649* NAVD 88 - 103.60 (+/-2cm) 339.9 (feet) VERTCON BV0649 ___________________________________________________________________ BV0649 GEOID HEIGHT- -26.68 (meters) GEOID99 BV0649 BV0649 VERT ORDER - THIRD (See Below) BV0649 BV0649.The horizontal coordinates were scaled from a topographic map and have BV0649.an estimated accuracy of +/- 6 seconds. BV0649 BV0649.The NAVD 88 height was computed by applying the VERTCON shift value to BV0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0649.The vertical order pertains to the superseded datum. BV0649 BV0649.The geoid height was determined by GEOID99. BV0649 BV0649; North East Units Estimated Accuracy BV0649;SPC MS E - 201,740. 246,170. MT (+/- 180 meters Scaled) BV0649 BV0649 SUPERSEDED SURVEY CONTROL BV0649 BV0649 NGVD 29 - 103.61 (m) 339.9 (f) RESET 3 BV0649 BV0649.Superseded values are not recommended for survey control. BV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0649.See file dsdata.txt to determine how the superseded data were derived. BV0649 BV0649_MARKER: DB = BENCH MARK DISK BV0649_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED BV0649+WITH SETTING: INTO GROUND BV0649_STAMPING: 98V 134 RESET 1976 BV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0649+STABILITY: SURFACE MOTION BV0649 BV0649 HISTORY - Date Condition Report By BV0649 HISTORY - 1976 MONUMENTED NGS BV0649 BV0649 STATION DESCRIPTION BV0649 BV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BV0649'6.4 MI W FROM HATTIESBURG. BV0649'2.8 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF INTERSTATE BV0649'HIGHWAY 59 AT HATTIESBURG TO MARK ON THE LEFT, 250 FEET EAST OF THE BV0649'CENTER OF PAVED ROAD, 59 FEET SOUTH OF THE EAST-BOUND LANE OF HIGHWAY, BV0649'76.5 FEET WEST-NORTHWEST OF A POWER POLE, 44 FEET NORTH OF OVERHEAD BV0649'POWERLINES AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN. A BV0649'STANDARD DISK CRIMPED TO THE TOP OF A 4 FOOT COPPER COATED ROD WITH BV0649'BASEPLATE AND COLLAR, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE BV0649'GROUND. SW 1/4 SECTION 10, T 4N, R 14W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1111 *********************************************************************** BV1111 DESIGNATION - B 149 RESET 1974 BV1111 PID - BV1111 BV1111 STATE/COUNTY- MS/LAMAR BV1111 USGS QUAD - PURVIS (1982) BV1111 BV1111 *CURRENT SURVEY CONTROL BV1111 ___________________________________________________________________ BV1111* NAD 83(1986)- 31 12 43. (N) 089 24 00. (W) SCALED BV1111* NAVD 88 - 73.31 (+/-2cm) 240.5 (feet) VERTCON BV1111 ___________________________________________________________________ BV1111 GEOID HEIGHT- -27.08 (meters) GEOID99 BV1111 BV1111 VERT ORDER - THIRD (See Below) BV1111 BV1111.The horizontal coordinates were scaled from a topographic map and have BV1111.an estimated accuracy of +/- 6 seconds. BV1111 BV1111.The NAVD 88 height was computed by applying the VERTCON shift value to BV1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1111.The vertical order pertains to the superseded datum. BV1111 BV1111.The geoid height was determined by GEOID99. BV1111 BV1111; North East Units Estimated Accuracy BV1111;SPC MS E - 189,910. 246,000. MT (+/- 180 meters Scaled) BV1111 BV1111 SUPERSEDED SURVEY CONTROL BV1111 BV1111 NGVD 29 - 73.33 (m) 240.6 (f) RESET 3 BV1111 BV1111.Superseded values are not recommended for survey control. BV1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1111.See file dsdata.txt to determine how the superseded data were derived. BV1111 BV1111_MARKER: DB = BENCH MARK DISK BV1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1111_STAMPING: B 149 RESET 1974 BV1111_PROJECTION: PROJECTING 15 CENTIMETERS BV1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1111+STABILITY: SURFACE MOTION BV1111 BV1111 HISTORY - Date Condition Report By BV1111 HISTORY - 1974 MONUMENTED NGS BV1111 BV1111 STATION DESCRIPTION BV1111 BV1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 BV1111'5.1 MI NORTH FROM PURVIS. BV1111'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 11 IN PURVIS, GO NORTH ON BV1111'U.S. HIGHWAY 11 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT, WEST AND GO BV1111'WEST FOR 2.20 MILES TO THE MARK ON RIGHT. IT IS 0.40 MILES SOUTHEAST BV1111'OF A DRIVEWAY LEADING EAST, 1.10 MILES SOUTHEAST OF THE OKHOLA SCHOOL BV1111'BUILDING NEAR THE TOP OF A SMALL KNOLL IN PINEY WOODS. IT IS 100 FT. BV1111'NORTHEAST OF THE CENTER OF THE PROPOSED RELOCATION OF SAID CROSSROAD. BV1111'IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST BV1111'PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AA9094 *********************************************************************** AA9094 DESIGNATION - FEDERAL AZ MK AA9094 PID - AA9094 AA9094 STATE/COUNTY- MS/LAMAR AA9094 USGS QUAD - OLOH (1974) AA9094 AA9094 *CURRENT SURVEY CONTROL AA9094 ___________________________________________________________________ AA9094* NAD 83(1986)- 31 16 36. (N) 089 31 04. (W) SCALED AA9094* NAVD 88 - 122.39 (+/-2cm) 401.5 (feet) VERTCON AA9094 ___________________________________________________________________ AA9094 GEOID HEIGHT- -26.85 (meters) GEOID99 AA9094 AA9094 VERT ORDER - THIRD (See Below) AA9094 AA9094.The horizontal coordinates were scaled from a topographic map and have AA9094.an estimated accuracy of +/- 6 seconds. AA9094 AA9094.The NAVD 88 height was computed by applying the VERTCON shift value to AA9094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9094.The vertical order pertains to the superseded datum. AA9094 AA9094.The geoid height was determined by GEOID99. AA9094 AA9094; North East Units Estimated Accuracy AA9094;SPC MS E - 197,150. 234,830. MT (+/- 180 meters Scaled) AA9094 AA9094 SUPERSEDED SURVEY CONTROL AA9094 AA9094 NGVD 29 - 122.41 (m) 401.6 (f) RESET 3 AA9094 AA9094.Superseded values are not recommended for survey control. AA9094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9094.See file dsdata.txt to determine how the superseded data were derived. AA9094 AA9094_MARKER: DZ = AZIMUTH MARK DISK AA9094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9094_STAMPING: FEDERAL 1943 AA9094_MARK LOGO: CGS AA9094_MAGNETIC: N = NO MAGNETIC MATERIAL AA9094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9094+STABILITY: SURFACE MOTION AA9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA9094+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995 AA9094 AA9094 HISTORY - Date Condition Report By AA9094 HISTORY - 1943 MONUMENTED CGS AA9094 HISTORY - 19950302 GOOD MSHD AA9094 AA9094 STATION DESCRIPTION AA9094 AA9094'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (DDR) AA9094'THE MARK IS LOCATED 14.4 MI (23.2 KM) WEST-SOUTHWEST OF HATTIESBURG, AA9094'10.3 MI (16.6 KM) NORTHWEST OF PURVIS, ON RIGHT OF WAY OF OLD HIGHWAY AA9094'24 AND IN FRONT LAWN OF HOUSE. TO REACH FROM THE INTERSECTION OF I-59 AA9094'AND U.S. HIGHWAY 98 WEST, ON THE WEST EDGE OF HATTIESBURG, GO WEST ON AA9094'U.S. HIGHWAY 98 FOR 7.25 MI (11.67 KM) TO THE JUNCTION OF STATE AA9094'HIGHWAY 589, CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.9 MI (3.1 KM) TO A AA9094'CROSSROAD, TURN LEFT AND GO SOUTH ON W.P.A. ROAD FOR 2.4 MI (3.9 KM) AA9094'TO A CROSSROAD, TURN RIGHT AND GO WESTERLY ON OLD HIGHWAY 24 FOR 1.15 AA9094'MI (1.85 KM) TO A HOUSE AND MARK ON THE LEFT, SET IN THE TOP OF A AA9094'SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 139.0 FT (42.4 M) AA9094'SOUTHEAST OF THE CENTER OF KNIGHT ROAD, 199.0 FT (60.7 M) NORTHEAST OF AA9094'THE NORTHWEST CORNER OF HOUSE, 76.2 FEET (23.2 M) SOUTHWEST OF A METAL AA9094'TELEPHONE CABLE BOX, 58.3 FT (17.8 M) NORTHWEST OF A FENCE CORNER AND AA9094'26.8 FT (8.2 M) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 24. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1101 *********************************************************************** BV1101 DESIGNATION - HENINGTON RM 7 BV1101 PID - BV1101 BV1101 STATE/COUNTY- MS/LAMAR BV1101 USGS QUAD - HATTIESBURG SW (1982) BV1101 BV1101 *CURRENT SURVEY CONTROL BV1101 ___________________________________________________________________ BV1101* NAD 83(1986)- 31 19 03. (N) 089 24 49. (W) SCALED BV1101* NAVD 88 - 127.34 (+/-2cm) 417.8 (feet) VERTCON BV1101 ___________________________________________________________________ BV1101 GEOID HEIGHT- -26.68 (meters) GEOID99 BV1101 BV1101 VERT ORDER - THIRD (See Below) BV1101 BV1101.The horizontal coordinates were scaled from a topographic map and have BV1101.an estimated accuracy of +/- 6 seconds. BV1101 BV1101.The NAVD 88 height was computed by applying the VERTCON shift value to BV1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1101.The vertical order pertains to the superseded datum. BV1101 BV1101.The geoid height was determined by GEOID99. BV1101 BV1101; North East Units Estimated Accuracy BV1101;SPC MS E - 201,620. 244,770. MT (+/- 180 meters Scaled) BV1101 BV1101 SUPERSEDED SURVEY CONTROL BV1101 BV1101 NGVD 29 - 127.35 (m) 417.8 (f) RESET 3 BV1101 BV1101.Superseded values are not recommended for survey control. BV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1101.See file dsdata.txt to determine how the superseded data were derived. BV1101 BV1101_MARKER: H = DRILL HOLE BV1101_SETTING: 31 = PARKING LOT BV1101_STAMPING: HENINGTON NO 7 1976 BV1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BV1101 BV1101 HISTORY - Date Condition Report By BV1101 HISTORY - 1976 MONUMENTED NGS BV1101 BV1101 STATION DESCRIPTION BV1101 BV1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BV1101'3.7 MI WEST FROM HATTIESBURG. BV1101'3.7 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF INTERSTATE BV1101'HIGHWAY 59 IN HATTIESBURG, TO A CROSSROAD AND MARK IN NORTHWEST ANGLE, BV1101'67 FT. NORTH OF THE CENTER OF THE WESTBOUND LANE OF HIGHWAY 98, BV1101'77.8 FT. EAST-NORTHEAST OF A TELEPHONE POLE, 79 FT. SOUTH-SOUTHEAST OF BV1101'THE SOUTHWEST CORNER OF A LARGE METAL BUILDING WITH BRICK FRONT, 38 BV1101'FT. WEST OF THE SOUTHEAST CORNER OF A CONCRETE PARKING AREA AND 1 FT. BV1101'NORTH OF THE SOUTH EDGE OF PARKING AREA, IN CONCRETE BV1101'PARKING AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0907 *********************************************************************** BV0907 DESIGNATION - K 160 RESET 1956 BV0907 PID - BV0907 BV0907 STATE/COUNTY- MS/LAMAR BV0907 USGS QUAD - BAXTERVILLE NE (1982) BV0907 BV0907 *CURRENT SURVEY CONTROL BV0907 ___________________________________________________________________ BV0907* NAD 83(1986)- 31 09 30. (N) 089 32 07. (W) SCALED BV0907* NAVD 88 - 106.79 (+/-2cm) 350.4 (feet) VERTCON BV0907 ___________________________________________________________________ BV0907 GEOID HEIGHT- -27.29 (meters) GEOID99 BV0907 BV0907 VERT ORDER - THIRD (See Below) BV0907 BV0907.The horizontal coordinates were scaled from a topographic map and have BV0907.an estimated accuracy of +/- 6 seconds. BV0907 BV0907.The NAVD 88 height was computed by applying the VERTCON shift value to BV0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0907.The vertical order pertains to the superseded datum. BV0907 BV0907.The geoid height was determined by GEOID99. BV0907 BV0907; North East Units Estimated Accuracy BV0907;SPC MS E - 184,040. 233,080. MT (+/- 180 meters Scaled) BV0907 BV0907 SUPERSEDED SURVEY CONTROL BV0907 BV0907 NGVD 29 - 106.81 (m) 350.4 (f) RESET 3 BV0907 BV0907.Superseded values are not recommended for survey control. BV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0907.See file dsdata.txt to determine how the superseded data were derived. BV0907 BV0907_MARKER: DB = BENCH MARK DISK BV0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0907_STAMPING: K 160 RESET 1956 (350.462) BV0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0907+STABILITY: SURFACE MOTION BV0907 BV0907 HISTORY - Date Condition Report By BV0907 HISTORY - 1956 MONUMENTED CGS BV0907 HISTORY - 1964 GOOD MSHD BV0907 BV0907 STATION DESCRIPTION BV0907 BV0907'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 BV0907'8.70 MI W FROM PURVIS. BV0907'THE MARK IS LOCATED 8.85 MILES WEST ALONG BLACKTOPPED AND GRAVELED BV0907'ROADS FROM THE POST OFFICE IN PURVIS, AT THE JUNCTION OF THE EAST-WEST BV0907'GRAVELED ROAD AND A SIDE ROAD LEADING SOUTH. THE MARK IS A DISK SET BV0907'IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 133 FEET WEST OF BV0907'A FENCE CORNER AT THE SOUTHWEST CORNER OF A FIELD, 48 FEET NORTH OF BV0907'THE CENTER OF THE MAIN ROAD, 17 FEET EAST OF THE PROJECTED CENTERLINE BV0907'OF THE DIRT ROAD LEADING SOUTH, 17 FEET EAST OF THE CENTER OF A TRACK BV0907'ROAD LEADING NORTH, ABOUT LEVEL WITH THE ROAD AND PROJECTING 4 INCHES. BV0907'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AB7977 *********************************************************************** AB7977 DESIGNATION - Q 148 RESET AB7977 PID - AB7977 AB7977 STATE/COUNTY- MS/LAMAR AB7977 USGS QUAD - PURVIS (1982) AB7977 AB7977 *CURRENT SURVEY CONTROL AB7977 ___________________________________________________________________ AB7977* NAD 83(1986)- 31 09 10. (N) 089 24 42. (W) SCALED AB7977* NAVD 88 - 115.81 (+/-2cm) 380.0 (feet) VERTCON AB7977 ___________________________________________________________________ AB7977 GEOID HEIGHT- -27.31 (meters) GEOID99 AB7977 AB7977 VERT ORDER - THIRD (See Below) AB7977 AB7977.The horizontal coordinates were scaled from a topographic map and have AB7977.an estimated accuracy of +/- 6 seconds. AB7977 AB7977.The NAVD 88 height was computed by applying the VERTCON shift value to AB7977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AB7977.The vertical order pertains to the superseded datum. AB7977 AB7977.The geoid height was determined by GEOID99. AB7977 AB7977; North East Units Estimated Accuracy AB7977;SPC MS E - 183,360. 244,860. MT (+/- 180 meters Scaled) AB7977 AB7977 SUPERSEDED SURVEY CONTROL AB7977 AB7977 NGVD 29 - 115.82 (m) 380.0 (f) RESET 3 AB7977 AB7977.Superseded values are not recommended for survey control. AB7977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB7977.See file dsdata.txt to determine how the superseded data were derived. AB7977 AB7977_MARKER: DV = VERTICAL CONTROL DISK AB7977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB7977_STAMPING: Q 148 RESET 1996 AB7977_MARK LOGO: NGS AB7977_MAGNETIC: N = NO MAGNETIC MATERIAL AB7977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7977+STABILITY: SURFACE MOTION AB7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7977+SATELLITE: SATELLITE OBSERVATIONS - 1996 AB7977 AB7977 HISTORY - Date Condition Report By AB7977 HISTORY - 1996 MONUMENTED MSHD AB7977 AB7977 STATION DESCRIPTION AB7977 AB7977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1996 (KMW) AB7977'0.73 MI (1.17 KM) WEST ALONG STATE HIGHWAY 589 FROM THE JUNCTION OF AB7977'U.S. HIGHWAY 11, IN NORTHEAST SECTION OF PURVIS, TO INTERSECTION OF AB7977'MORRIS STREET AND MARK IN NORTHWEST QUADRANT OF INTERSECTION, 129.0 FT AB7977'(39.3 M) NORTHWEST OF INTERSECTION, 68.0 FT (20.7 M) NORTH OF THE AB7977'CENTER OF HIGHWAY 589, 71.0 FT (21.6 M) WEST OF THE CENTER OF MORRIS AB7977'STREET AND 7.0 FT (2.1 M) EAST OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0674 *********************************************************************** BV0674 DESIGNATION - T 148 RESET 1956 BV0674 PID - BV0674 BV0674 STATE/COUNTY- MS/LAMAR BV0674 USGS QUAD - PURVIS (1982) BV0674 BV0674 *CURRENT SURVEY CONTROL BV0674 ___________________________________________________________________ BV0674* NAD 83(1986)- 31 11 14. (N) 089 24 21. (W) SCALED BV0674* NAVD 88 - 111.73 (+/-2cm) 366.6 (feet) VERTCON BV0674 ___________________________________________________________________ BV0674 GEOID HEIGHT- -27.18 (meters) GEOID99 BV0674 BV0674 VERT ORDER - THIRD (See Below) BV0674 BV0674.The horizontal coordinates were scaled from a topographic map and have BV0674.an estimated accuracy of +/- 6 seconds. BV0674 BV0674.The NAVD 88 height was computed by applying the VERTCON shift value to BV0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0674.The vertical order pertains to the superseded datum. BV0674 BV0674.The geoid height was determined by GEOID99. BV0674 BV0674; North East Units Estimated Accuracy BV0674;SPC MS E - 187,170. 245,430. MT (+/- 180 meters Scaled) BV0674 BV0674 SUPERSEDED SURVEY CONTROL BV0674 BV0674 NGVD 29 - 111.75 (m) 366.6 (f) RESET 3 BV0674 BV0674.Superseded values are not recommended for survey control. BV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0674.See file dsdata.txt to determine how the superseded data were derived. BV0674 BV0674_MARKER: DB = BENCH MARK DISK BV0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0674_STAMPING: T 148 RESET 1956 (366.67) BV0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0674+STABILITY: SURFACE MOTION BV0674 BV0674 HISTORY - Date Condition Report By BV0674 HISTORY - 1956 MONUMENTED CGS BV0674 HISTORY - 1964 GOOD NGS BV0674 BV0674 STATION DESCRIPTION BV0674 BV0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 BV0674'3.8 MI N FROM PURVIS. BV0674'LOCATED 3.8 MILES NORTH ALONG OLD U.S. HIGHWAY 11 FROM THE POST OFFICE BV0674'IN PURVIS, ABOUT 150 FEET BEFORE REACHING THE WEST ENTRANCE OF THE BV0674'PONTIAC REFINNING CO. AT THE OUTSIDE OF A CURVE AND 0.1 MILE EAST OF A BV0674'WHITE HOUSE IN A CURVE. IT IS 41 FEET SOUTH OF THE CENTER OF THE BV0674'ROAD, 51 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE BV0674'LINE, 44 FEET EAST OF THE WEST ONE OF FOUR PINE TREES, 38 FEET WEST OF BV0674'A NORTH-SOUTH DITCH AND 0.25 MILE SOUTH OF THE MAIN ENTRANCE TO THE BV0674'PLANT. IT IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST BV0674'PROJECTING 6 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD. TO BV0674'REACH THE MARK FROM THE POST OFFICE IN PURVIS GO WEST FOR 0.1 MILE TO BV0674'THE FIRST STREET LEADING NORTH AFTER CROSSING THE TRACKS, TURN RIGHT, BV0674'NORTH, PASSING TO THE RIGHT OF THE COURTHOUSE AND GO NORTH FOR 0.5 BV0674'MILE TO A FORK, TAKE LEFT FORK AND GO 0.8 MILE TO A TRIPLE FORK, TAKE BV0674'EXTREME RIGHT FORK AND GO NORTH FOR 2.4 MILES TO A CURVE AND THE MARK BV0674'ON THE RIGHT. BV0674 BV0674 STATION RECOVERY (1964) BV0674 BV0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BV0674'RECOVERED IN GOOD CONDITION.