1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV0985 *********************************************************************** BV0985 DESIGNATION - H 4 USGS RESET 1959 BV0985 PID - BV0985 BV0985 STATE/COUNTY- MS/SIMPSON BV0985 USGS QUAD - MENDENHALL WEST (1970) BV0985 BV0985 *CURRENT SURVEY CONTROL BV0985 ___________________________________________________________________ BV0985* NAD 83(1986)- 31 59 04. (N) 089 54 24. (W) SCALED BV0985* NAVD 88 - 90.96 (+/-2cm) 298.4 (feet) VERTCON BV0985 ___________________________________________________________________ BV0985 GEOID HEIGHT- -26.14 (meters) GEOID99 BV0985 BV0985 VERT ORDER - THIRD (See Below) BV0985 BV0985.The horizontal coordinates were scaled from a topographic map and have BV0985.an estimated accuracy of +/- 6 seconds. BV0985 BV0985.The NAVD 88 height was computed by applying the VERTCON shift value to BV0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV0985.The vertical order pertains to the superseded datum. BV0985 BV0985.The geoid height was determined by GEOID99. BV0985 BV0985; North East Units Estimated Accuracy BV0985;SPC MS W - 275,500. 740,320. MT (+/- 180 meters Scaled) BV0985 BV0985 SUPERSEDED SURVEY CONTROL BV0985 BV0985 NGVD 29 - 90.97 (m) 298.5 (f) RESET 3 BV0985 BV0985.Superseded values are not recommended for survey control. BV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0985.See file dsdata.txt to determine how the superseded data were derived. BV0985 BV0985_MARKER: DD = SURVEY DISK BV0985_SETTING: 30 = STEP BV0985_STAMPING: H4 1923 RESET 1959 BV0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BV0985 BV0985 HISTORY - Date Condition Report By BV0985 HISTORY - 1959 MONUMENTED USGS BV0985 HISTORY - 1967 GOOD MSHD BV0985 BV0985 STATION DESCRIPTION BV0985 BV0985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 BV0985'0.2 MI N FROM DLO. BV0985'LOCATED 0.2 MILE NORTH OF DLO IN THE SOUTH END OF THE BOTTOM STEP OF BV0985'THE NORTHWEST ENTRANCE TO THE DLO BAPTIST CHURCH AND IS IN THE BV0985'NORTHWEST 1/4 OF SECTION 28, T 2N, R 4E. IT IS 87 FEET EAST OF THE BV0985'CENTER OF HIGHWAY 49, 58 FEET SOUTH OF THE CENTER OF A BLACKTOP STREET BV0985'AND 9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH. TO REACH BV0985'FROM THE U.S. POST OFFICE IN DLO GO WEST ON A BLACKTOP STREET FOR 0.05 BV0985'MILE TO THE INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT (NORTH) BV0985'AND CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.2 MILE TO THE CHURCH AND THE BV0985'MARK ON THE RIGHT AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BV1115 *********************************************************************** BV1115 DESIGNATION - R 101 RESET 1981 BV1115 PID - BV1115 BV1115 STATE/COUNTY- MS/SIMPSON BV1115 USGS QUAD - MENDENHALL WEST (1970) BV1115 BV1115 *CURRENT SURVEY CONTROL BV1115 ___________________________________________________________________ BV1115* NAD 83(1986)- 31 56 47. (N) 089 53 46. (W) SCALED BV1115* NAVD 88 - 94.15 (+/-2cm) 308.9 (feet) VERTCON BV1115 ___________________________________________________________________ BV1115 GEOID HEIGHT- -26.08 (meters) GEOID99 BV1115 BV1115 VERT ORDER - THIRD (See Below) BV1115 BV1115.The horizontal coordinates were scaled from a topographic map and have BV1115.an estimated accuracy of +/- 6 seconds. BV1115 BV1115.The NAVD 88 height was computed by applying the VERTCON shift value to BV1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BV1115.The vertical order pertains to the superseded datum. BV1115 BV1115.The geoid height was determined by GEOID99. BV1115 BV1115; North East Units Estimated Accuracy BV1115;SPC MS W - 271,290. 741,340. MT (+/- 180 meters Scaled) BV1115 BV1115 SUPERSEDED SURVEY CONTROL BV1115 BV1115 NGVD 29 - 94.16 (m) 308.9 (f) RESET 3 BV1115 BV1115.Superseded values are not recommended for survey control. BV1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1115.See file dsdata.txt to determine how the superseded data were derived. BV1115 BV1115_MARKER: DB = BENCH MARK DISK BV1115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) BV1115_STAMPING: R 101 RESET 1981 BV1115_PROJECTION: PROJECTING 8 CENTIMETERS BV1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1115_ROD/PIPE-DEPTH: 1.22 meters BV1115 BV1115 HISTORY - Date Condition Report By BV1115 HISTORY - 1981 MONUMENTED NGS BV1115 BV1115 STATION DESCRIPTION BV1115 BV1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BV1115'3.2 KM (2.0 MI) SW FROM MENDENHALL. BV1115'3.1 KM (1.9 MI) SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE JUNCTION BV1115'OF U.S. HIGHWAY 49 IN MENDENHALL, TO THE JUNCTION OF STATE HIGHWAY BV1115'43 ON THE RIGHT, THENCE SOUTHWEST ALONG STATE HIGHWAY 43 FOR 0.1 KM BV1115'(0.1 MI) TO THE MARK ON THE LEFT, 19.8 METERS (65.0 FT) EAST OF THE BV1115'CENTER OF NEW HIGHWAY, 28.7 METERS (94.0 FT) NORTH OF A T-FENCE BV1115'CORNER, 21.0 METERS (69.0 FT) NORTHWEST OF A 26-INCH OAK TREE IN BV1115'PASTURE FIELD, 5.2 METERS (17.2 FT) SOUTH OF A 20-INCH PINE TREE BV1115'IN FENCELINE, AND 0.3 METER (1.0 FT) EAST OF FENCELINE. BV1115'THE MARK IS 1.0 FT E FROM A WITNESS POST. BV1115'THE MARK IS 6.0 FT ABOVE OLD ROAD.