1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3292 *********************************************************************** BH3292 DESIGNATION - 63 V 1 RESET BH3292 PID - BH3292 BH3292 STATE/COUNTY- MS/JACKSON BH3292 USGS QUAD - PASCAGOULA NORTH (1982) BH3292 BH3292 *CURRENT SURVEY CONTROL BH3292 ___________________________________________________________________ BH3292* NAD 83(1986)- 30 24 58. (N) 088 32 20. (W) SCALED BH3292* NAVD 88 - 2.56 (+/-2cm) 8.4 (feet) VERTCON BH3292 ___________________________________________________________________ BH3292 GEOID HEIGHT- -28.19 (meters) GEOID99 BH3292 BH3292 VERT ORDER - THIRD (See Below) BH3292 BH3292.The horizontal coordinates were scaled from a topographic map and have BH3292.an estimated accuracy of +/- 6 seconds. BH3292 BH3292.The NAVD 88 height was computed by applying the VERTCON shift value to BH3292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH3292.The vertical order pertains to the superseded datum. BH3292 BH3292.The geoid height was determined by GEOID99. BH3292 BH3292; North East Units Estimated Accuracy BH3292;SPC MS E - 101,580. 328,290. MT (+/- 180 meters Scaled) BH3292 BH3292 SUPERSEDED SURVEY CONTROL BH3292 BH3292 NGVD 29 - 2.51 (m) 8.2 (f) RESET 3 BH3292 BH3292.Superseded values are not recommended for survey control. BH3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3292.See file dsdata.txt to determine how the superseded data were derived. BH3292 BH3292_MARKER: DD = SURVEY DISK BH3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH3292_STAMPING: BM 63V 1 RESET 1992 BH3292_MARK LOGO: MSHD BH3292_MAGNETIC: N = NO MAGNETIC MATERIAL BH3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3292+STABILITY: SURFACE MOTION BH3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH3292+SATELLITE: SATELLITE OBSERVATIONS - 1992 BH3292 BH3292 HISTORY - Date Condition Report By BH3292 HISTORY - 1992 MONUMENTED MSHD BH3292 BH3292 STATION DESCRIPTION BH3292 BH3292'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 BH3292'0.15 MI (0.24 KM) NORTH ALONG STATE HIGHWAY 613 FROM THE BH3292'PASCAGOULA-MOSS POINT BANK IN MOSS POINT TO LARGE OAK TREE AND MARK BH3292'ON THE LEFT, 55.0 FT (16.8 M) WEST OF THE CENTER OF HIGHWAY, 191.0 FT BH3292'(58.2 M) SOUTH OF THE INTERSECTION OF HIGHWAY AND DANTZLER STREET, BH3292'235.0 FT (71.6 M) NORTH OF THE INTERSECTION OF HIGHWAY AND ROBINSON BH3292'STREET AND SET IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3073 *********************************************************************** BH3073 DESIGNATION - 63 V 2 RESET BH3073 PID - BH3073 BH3073 STATE/COUNTY- MS/JACKSON BH3073 USGS QUAD - PASCAGOULA NORTH (1982) BH3073 BH3073 *CURRENT SURVEY CONTROL BH3073 ___________________________________________________________________ BH3073* NAD 83(1986)- 30 25 35. (N) 088 32 40. (W) SCALED BH3073* NAVD 88 - 2.56 (+/-2cm) 8.4 (feet) VERTCON BH3073 ___________________________________________________________________ BH3073 GEOID HEIGHT- -28.22 (meters) GEOID99 BH3073 BH3073 VERT ORDER - THIRD (See Below) BH3073 BH3073.The horizontal coordinates were scaled from a topographic map and have BH3073.an estimated accuracy of +/- 6 seconds. BH3073 BH3073.The NAVD 88 height was computed by applying the VERTCON shift value to BH3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH3073.The vertical order pertains to the superseded datum. BH3073 BH3073.The geoid height was determined by GEOID99. BH3073 BH3073; North East Units Estimated Accuracy BH3073;SPC MS E - 102,720. 327,750. MT (+/- 180 meters Scaled) BH3073 BH3073 SUPERSEDED SURVEY CONTROL BH3073 BH3073 NGVD 29 - 2.51 (m) 8.2 (f) RESET 3 BH3073 BH3073.Superseded values are not recommended for survey control. BH3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3073.See file dsdata.txt to determine how the superseded data were derived. BH3073 BH3073_MARKER: DD = SURVEY DISK BH3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH3073_STAMPING: 63 V 2 RESET 1987 HUB 8 BH3073_MARK LOGO: MSHD BH3073_MAGNETIC: N = NO MAGNETIC MATERIAL BH3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3073+STABILITY: SURFACE MOTION BH3073 BH3073 HISTORY - Date Condition Report By BH3073 HISTORY - 1987 MONUMENTED NGS BH3073 BH3073 STATION DESCRIPTION BH3073 BH3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 BH3073'0.6 MILE NORTH ALONG STATE HIGHWAY 613 FROM THE PASCAGOULA-MOSS POINT, BH3073'BANK IN MOSS POINT, TO A SIDE ROAD ON THE RIGHT, AT SOUTH END OF NEW BH3073'HIGHRISE BRIDGE, TURN RIGHT AND GO NORTH ON OLD HIGHWAY ALONG EAST BH3073'SIDE OF NEW BRIDGE FOR 0.4 MILE TO MARK ON THE LEFT, ABOUT 300 FT BH3073'(91.4 M) EAST OF THE CENTER OF NEW BRIDGE, 163.5 FT (49.8 M) BH3073'NORTH-NORTHWEST OF A POWER POLE WITH THREE TRANSFORMERS, 17.5 FT BH3073'(5.3 M) WEST OF THE CENTER OF OLD ROAD AND 60.0 FT (18.3 M) SOUTH OF BH3073'THE SOUTHWEST CORNER OF ABANDON BRIDGE, MARK IS FLUSH WITH THE BH3073'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3081 *********************************************************************** BH3081 DESIGNATION - 63 V 22 RESET BH3081 PID - BH3081 BH3081 STATE/COUNTY- MS/JACKSON BH3081 USGS QUAD - HARLESTON (1982) BH3081 BH3081 *CURRENT SURVEY CONTROL BH3081 ___________________________________________________________________ BH3081* NAD 83(1986)- 30 40 45. (N) 088 34 30. (W) SCALED BH3081* NAVD 88 - 18.57 (+/-2cm) 60.9 (feet) VERTCON BH3081 ___________________________________________________________________ BH3081 GEOID HEIGHT- -28.64 (meters) GEOID99 BH3081 BH3081 VERT ORDER - THIRD (See Below) BH3081 BH3081.The horizontal coordinates were scaled from a topographic map and have BH3081.an estimated accuracy of +/- 6 seconds. BH3081 BH3081.The NAVD 88 height was computed by applying the VERTCON shift value to BH3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH3081.The vertical order pertains to the superseded datum. BH3081 BH3081.The geoid height was determined by GEOID99. BH3081 BH3081; North East Units Estimated Accuracy BH3081;SPC MS E - 130,740. 324,750. MT (+/- 180 meters Scaled) BH3081 BH3081 SUPERSEDED SURVEY CONTROL BH3081 BH3081 NGVD 29 - 18.55 (m) 60.9 (f) RESET 3 BH3081 BH3081.Superseded values are not recommended for survey control. BH3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3081.See file dsdata.txt to determine how the superseded data were derived. BH3081 BH3081_MARKER: DV = VERTICAL CONTROL DISK BH3081_SETTING: 35 = SIGN BASE BH3081_STAMPING: 63V 22 RESET 1988 BH3081_MARK LOGO: NGS BH3081_MAGNETIC: N = NO MAGNETIC MATERIAL BH3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3081+STABILITY: SURFACE MOTION BH3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH3081+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989 BH3081 BH3081 HISTORY - Date Condition Report By BH3081 HISTORY - 1988 MONUMENTED MSHD BH3081 HISTORY - 19890420 GOOD MSHD BH3081 BH3081 STATION DESCRIPTION BH3081 BH3081'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 BH3081'3.54 KM (2.20 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF BH3081'STATE HIGHWAY 614 AT WADE, TO THE MARK ON THE LEFT, IN THE SOUTHEAST BH3081'CORNER OF A 2 FOOT SQUARE CONCRETE BASE OF GULF SIGN, 18.13 M BH3081'(59.5 FT) WEST OF THE SOUTH BOUND LANES OF HIGHWAY 63, 20.12 M BH3081'(66.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK STORE BH3081'BUILDING, 22.71 M (74.5 FT) NORTH OF A POWER POLE WITH TRANSFORMER, BH3081'0.15 M (0.5 FT) SOUTHEAST OF A METAL SIGN POLE AND 0.30 M (1.0 FT) BH3081'BELOW THE LEVEL OF THE HIGHWAY. BH3081 BH3081 STATION RECOVERY (1989) BH3081 BH3081'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BH3081'MARK WAS RECOVERED IN GOOD CONDITION BUT WAS GOING TO BE DESTROYED BY BH3081'ROAD CONSTRUCTION AND WAS RESET AT THIS DATE. SEE DESCRIPTION FOR 63V BH3081'22 RESET 1989. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH0223 *********************************************************************** BH0223 DESIGNATION - GROVE 1930 1971 BH0223 PID - BH0223 BH0223 STATE/COUNTY- MS/JACKSON BH0223 USGS QUAD - KREOLE (1986) BH0223 BH0223 *CURRENT SURVEY CONTROL BH0223 ___________________________________________________________________ BH0223* NAD 83(1986)- 30 25 21. (N) 088 27 22. (W) SCALED BH0223* NAVD 88 - 2.10 (meters) 6.9 (feet) RESET BH0223 ___________________________________________________________________ BH0223 GEOID HEIGHT- -28.19 (meters) GEOID99 BH0223 BH0223 VERT ORDER - THIRD BH0223 BH0223.The horizontal coordinates were scaled from a topographic map and have BH0223.an estimated accuracy of +/- 6 seconds. BH0223 BH0223.The orthometric height was computed from unverified reset data. BH0223 BH0223.The geoid height was determined by GEOID99. BH0223 BH0223; North East Units Estimated Accuracy BH0223;SPC MS E - 102,320. 336,240. MT (+/- 180 meters Scaled) BH0223 BH0223 SUPERSEDED SURVEY CONTROL BH0223 BH0223 NGVD 29 - 2.47 (m) 8.1 (f) RESET 3 BH0223 BH0223.Superseded values are not recommended for survey control. BH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0223.See file dsdata.txt to determine how the superseded data were derived. BH0223 BH0223_MARKER: DS = TRIANGULATION STATION DISK BH0223_SETTING: 0 = UNSPECIFIED SETTING BH0223_STAMPING: GROVE 1930 1971 BH0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BH0223 BH0223 HISTORY - Date Condition Report By BH0223 HISTORY - 1971 MONUMENTED NGS BH0223 HISTORY - 1977 GOOD NGS BH0223 BH0223 STATION DESCRIPTION BH0223 BH0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 BH0223'3.9 MI NE FROM KREOLE. BH0223'ABOUT 3.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BH0223'FROM THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, 0.1 MILE EAST OF BH0223'TRUCK SCALES, ACROSS OLD HIGHWAY 90 FROM THE CHICKEN-IN-THE-CAR CAFE, BH0223'ON PROPERTY OWNED BY MR. ROBERTS. IT IS AT THE EAST EDGE OF THE BH0223'VILLAGE OF ORANGE GROVE, 46 FEET NORTHWEST OF THE CENTER OF OLD BH0223'HIGHWAY 90, 30 FEET NORTH OF A POWER POLE, 107 FEET NORTH OF THE BH0223'NORTHEAST CORNER OF THE CAFE, 19 FEET NORTHWEST OF A FENCE LINE, AND 1 BH0223'FOOT NORTH OF A METAL WITNESS POST. THE TRIANGULATION STATION DISK IS BH0223'STAMPED GROVE 1930 1971 AND PROJECTS 3 INCHES. SECTION 23, T 7 S, R 5 BH0223'W. BH0223 BH0223 STATION RECOVERY (1977) BH0223 BH0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 BH0223'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE ENTRANCE TO BH0223'SINGING RIVER HOSPITAL AT NORTHEAST EDGE OF PASCAGOULA, 46 FEET BH0223'NORTHEAST OF THE CENTER OF OLD HIGHWAY 90, 107 FEET NORTH OF THE BH0223'NORTHEAST CORNER OF STORE, 30 FEET NORTH OF A POWER POLE, 19 FEET BH0223'NORTHWEST OF A FENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH0224 *********************************************************************** BH0224 DESIGNATION - GROVE RM 4 BH0224 PID - BH0224 BH0224 STATE/COUNTY- MS/JACKSON BH0224 USGS QUAD - KREOLE (1986) BH0224 BH0224 *CURRENT SURVEY CONTROL BH0224 ___________________________________________________________________ BH0224* NAD 83(1986)- 30 25 23. (N) 088 27 23. (W) SCALED BH0224* NAVD 88 - 1.96 (meters) 6.4 (feet) RESET BH0224 ___________________________________________________________________ BH0224 GEOID HEIGHT- -28.19 (meters) GEOID99 BH0224 BH0224 VERT ORDER - THIRD BH0224 BH0224.The horizontal coordinates were scaled from a topographic map and have BH0224.an estimated accuracy of +/- 6 seconds. BH0224 BH0224.The orthometric height was computed from unverified reset data. BH0224 BH0224.The geoid height was determined by GEOID99. BH0224 BH0224; North East Units Estimated Accuracy BH0224;SPC MS E - 102,380. 336,210. MT (+/- 180 meters Scaled) BH0224 BH0224 SUPERSEDED SURVEY CONTROL BH0224 BH0224 NGVD 29 - 2.32 (m) 7.6 (f) RESET 3 BH0224 BH0224.Superseded values are not recommended for survey control. BH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0224.See file dsdata.txt to determine how the superseded data were derived. BH0224 BH0224_MARKER: DR = REFERENCE MARK DISK BH0224_SETTING: 0 = UNSPECIFIED SETTING BH0224_STAMPING: GROVE R.M. NO. 4 1930 1971 BH0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BH0224 BH0224 HISTORY - Date Condition Report By BH0224 HISTORY - 1971 MONUMENTED NGS BH0224 HISTORY - 1977 GOOD NGS BH0224 HISTORY - 19811001 GOOD MSSU BH0224 BH0224 STATION DESCRIPTION BH0224 BH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 BH0224'3.9 MI NE FROM KREOLE. BH0224'ABOUT 3.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BH0224'FROM THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, 134.63 FEET SOUTH OF BH0224'THE STATION, 39 FEET SOUTH-SOUTHEAST OF OLD HIGHWAY 90, 34 FEET BH0224'SOUTHWEST OF A 2-FOOT OAK TREE, 4 FEET SOUTHWEST OF A POWER POLE, AND BH0224'67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CAFE. IT IS A BH0224'REFERENCE MARK DISK STAMPED GROVE NO 4 1930 1971 AND IS FLUSH WITH THE BH0224'GROUND. SECTION 23, T 7S, R 5W. BH0224 BH0224 STATION RECOVERY (1977) BH0224 BH0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 BH0224'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE ENTRANCE TO BH0224'SINGING RIVER HOSPITAL AT NORTHEAST EDGE OF PASCAGOULA, 39 FEET BH0224'SOUTH SOUTHEAST OF OLD HIGHWAY 90, 34 FEET SOUTHWEST OF A 2 FOOT BH0224'OAK TREE, 4 FEET SOUTHWEST OF A POWER POLE AND 67 FEET SOUTHWEST BH0224'OF SOUTHWEST CORNER OF BUILDING. BH0224 BH0224 STATION RECOVERY (1981) BH0224 BH0224'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) BH0224'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3082 *********************************************************************** BH3082 DESIGNATION - H 192 RESET BH3082 PID - BH3082 BH3082 STATE/COUNTY- MS/JACKSON BH3082 USGS QUAD - OCEAN SPRINGS (1992) BH3082 BH3082 *CURRENT SURVEY CONTROL BH3082 ___________________________________________________________________ BH3082* NAD 83(1986)- 30 26 37. (N) 088 51 20. (W) SCALED BH3082* NAVD 88 - 5.83 (+/-2cm) 19.1 (feet) VERTCON BH3082 ___________________________________________________________________ BH3082 GEOID HEIGHT- -28.27 (meters) GEOID99 BH3082 BH3082 VERT ORDER - THIRD (See Below) BH3082 BH3082.The horizontal coordinates were scaled from a topographic map and have BH3082.an estimated accuracy of +/- 6 seconds. BH3082 BH3082.The NAVD 88 height was computed by applying the VERTCON shift value to BH3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH3082.The vertical order pertains to the superseded datum. BH3082 BH3082.The geoid height was determined by GEOID99. BH3082 BH3082; North East Units Estimated Accuracy BH3082;SPC MS E - 104,600. 297,870. MT (+/- 180 meters Scaled) BH3082 BH3082 SUPERSEDED SURVEY CONTROL BH3082 BH3082 NGVD 29 - 5.79 (m) 19.0 (f) RESET 3 BH3082 BH3082.Superseded values are not recommended for survey control. BH3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3082.See file dsdata.txt to determine how the superseded data were derived. BH3082 BH3082_MARKER: DV = VERTICAL CONTROL DISK BH3082_SETTING: 31 = SIDEWALK BH3082_STAMPING: H 192 RESET 1989 BH3082_MARK LOGO: NGS BH3082_MAGNETIC: N = NO MAGNETIC MATERIAL BH3082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BH3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH3082+SATELLITE: SATELLITE OBSERVATIONS - 1989 BH3082 BH3082 HISTORY - Date Condition Report By BH3082 HISTORY - 1989 MONUMENTED MSHD BH3082 BH3082 STATION DESCRIPTION BH3082 BH3082'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BH3082'3.38 KM (2.10 MI) NORTH ALONG WASHINGTON AVE. FROM THE JUNCTION OF BH3082'U.S. HIGHWAY 90 IN OCEAN SPRINGS TO THE JUNCTION OF LEMOYNE BLVD. ON BH3082'THE LEFT, THEN WEST ALONG LEMOYNE BLVD. FOR 1.93 KM (1.20 MI) TO BH3082'NORTHSIDE ASSEMBLY OF GOD CHURCH AND MARK ON THE LEFT, 34.44 M BH3082'(113.0 FT) SOUTH OF THE CENTER OF LEMOYNE BLVD., 22.62 M (74.2 FT) BH3082'EAST SOUTHEAST OF THE EAST SIDE OF MAIN ENTRANCE TO CHURCH, 13.16 M BH3082'(43.2 FT) WEST NORTHWEST OF THE NORTHEAST CORNER OF SUNDAY SCHOOL BH3082'BUILDING, 11.82 M (38.8 FT) NORTH OF THE NORTH SIDE OF SUNDAY SCHOOL BH3082'BUILDING AND SET IN A DRILL HOLE AT THE NORTH END OF CONCRETE SIDEWALK BH3082'LEADING FROM PARKING LOT TO SUNDAY SCHOOL BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH0347 *********************************************************************** BH0347 DESIGNATION - HILDA 2 RESET BH0347 PID - BH0347 BH0347 STATE/COUNTY- MS/JACKSON BH0347 USGS QUAD - GAUTIER NORTH (1982) BH0347 BH0347 *CURRENT SURVEY CONTROL BH0347 ___________________________________________________________________ BH0347* NAD 83(1993)- 30 23 23.27062(N) 088 39 52.47303(W) ADJUSTED BH0347* NAVD 88 - 5.47 (meters) 17.9 (feet) RESET BH0347 ___________________________________________________________________ BH0347 LAPLACE CORR- 0.04 (seconds) DEFLEC99 BH0347 GEOID HEIGHT- -28.14 (meters) GEOID99 BH0347 BH0347 HORZ ORDER - SECOND BH0347 VERT ORDER - THIRD BH0347 BH0347.The horizontal coordinates were established by classical geodetic methods BH0347.and adjusted by the National Geodetic Survey in May 1994. BH0347 BH0347.The orthometric height was computed from unverified reset data. BH0347 BH0347.The Laplace correction was computed from DEFLEC99 derived deflections. BH0347 BH0347.The geoid height was determined by GEOID99. BH0347 BH0347; North East Units Scale Converg. BH0347;SPC MS E - 98,642.549 316,217.972 MT 0.99995324 +0 05 07.3 BH0347;UTM 16 - 3,363,154.757 340,075.582 MT 0.99991553 -0 50 32.1 BH0347 BH0347: Primary Azimuth Mark Grid Az BH0347:SPC MS E - HILDA AZ MK RESET 072 21 11.6 BH0347:UTM 16 - HILDA AZ MK RESET 073 16 51.0 BH0347 BH0347|---------------------------------------------------------------------| BH0347| PID Reference Object Distance Geod. Az | BH0347| dddmmss.s | BH0347| BH2311 HILDA FIRE TOWER APPROX. 4.7 KM 0130902.2 | BH0347| BH0344 HILDA AZ MK RESET 0722618.9 | BH0347| DD8918 HILDA RM 1 55.596 METERS 08850 | BH0347| BH2259 GAUTIER CASTIGLIOLA CO MAST APPROX. 5.1 KM 1102330.7 | BH0347| BH0346 HILDA 42.273 METERS 30206 | BH0347| BH0345 HILDA RM 2 56.772 METERS 32347 | BH0347| BH0348 HILDA RM 3 14.074 METERS 35105 | BH0347| DD8916 HILDA AZ MK 3551256.6 | BH0347|---------------------------------------------------------------------| BH0347 BH0347 SUPERSEDED SURVEY CONTROL BH0347 BH0347 NAD 83(1993)- 30 23 23.27993(N) 088 39 52.47024(W) AD( ) 2 BH0347 NAD 83(1986)- 30 23 23.29426(N) 088 39 52.46443(W) AD( ) 2 BH0347 NAD 27 - 30 23 22.57200(N) 088 39 52.38500(W) AD( ) 2 BH0347 NGVD 29 - 5.43 (m) 17.8 (f) RESET 3 BH0347 BH0347.Superseded values are not recommended for survey control. BH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0347.See file dsdata.txt to determine how the superseded data were derived. BH0347 BH0347_MARKER: DS = TRIANGULATION STATION DISK BH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH0347_STAMPING: HILDA 2 1943 1969 BH0347_MAGNETIC: N = NO MAGNETIC MATERIAL BH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH0347+STABILITY: SURFACE MOTION BH0347 BH0347 HISTORY - Date Condition Report By BH0347 HISTORY - 1969 MONUMENTED CGS BH0347 HISTORY - 1969 GOOD CGS BH0347 HISTORY - 1976 GOOD NGS BH0347 HISTORY - 1979 GOOD NGS BH0347 BH0347 STATION DESCRIPTION BH0347 BH0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) BH0347'THE STATION WAS VISITED 11/12/69 AND THE UNDERGROUND STATION MARK, BH0347'THE AZIMUTH MARK, AND HILDA 1930 WERE FOUND IN GOOD CONDITION. BH0347'REFERENCE MARK NO. 1 WAS FOUND DESTROYED. REFERENCE MARK NO. 2 WAS BH0347'FOUND DISTURBED AND THE DISTANCE FAILED TO CHECK THE PREVIOUS BH0347'DISTANCE BY 0.04 FOOT. (THE ABOVE MENTIONED REFERENCE MARK WERE THE BH0347'REFERENCE MARKS FOR HILDA 1930 BUT WERE ALSO USED AS REFERENCE BH0347'MARKS FOR THIS STATION). THE SURFACE STATION MARK WAS FOUND TILTED BH0347'OUT OF POSITION AND THE DISK MISSING. A BLADED SAND ROAD HAS BH0347'BEEN BUILT OVER THE STATION. THE UNDERGROUND MARK WAS BH0347'LOWERED IN ITS ORIGINAL HORIZONTAL POSITION AND A NEW SURFACE MARK BH0347'WAS SET DIRECTLY OVER IT, 1 FOOT BELOW THE SURFACE OF THE ROAD. A BH0347'REFERENCE MARK NO. 3 FOR HILDA 1930 WAS ESTABLISHED AND ANGLE AND BH0347'DISTANCE MEASUREMENTS MADE FROM THIS STATION. THE LINE OF SIGHT TO BH0347'THE AZIMUTH MARK ESTABLISHED IN 1958 IS BLOCKED BY A CHURCH. A NEW BH0347'DESCRIPTION FOLLOWS- BH0347' BH0347'THE STATION IS LOCATED 10 MILES EAST-SOUTHEAST OF OCEAN SPRINGS, 7 BH0347'MILES WEST-NORTHWEST OF PASCAGOULA, 3-1/2 MILES WEST OF BH0347'GAUTIER, 0.25 MILES SOUTH OF U.S. HIGHWAY 90,IN THE SOUTHWEST QUARTER BH0347'OF SECTION 35, T7S, R7W, ON THE WEST EDGE OF A DEADEND BH0347'NORTH-SOUTH SAND COUNTY ROAD. IT IS 85 FEET EAST SOUTHEAST OF THE BH0347'NORTHEAST CORNER OF MR. MAYRON CUMMINGS HOUSE, 90 FEET SOUTH OF BH0347'THE CENTER OF CONCRETE ROAD (OLD U.S. HIGHWAY 90), 64 FEET SOUTH OF BH0347'WEST END OF CONCRETE PIPE UNDER THE SAND ROAD, 11 FEET EAST BH0347'OF THE EAST YARD FENCE OF THE CUMMINGS YARD, 8.5 FEET WEST OF THE BH0347'CENTER OF THE SAND ROAD, 19 FEET SOUTH OF THE PROJECTED PLANE OF BH0347'THE NORTH WALL OF THE CUMMINGS HOUSE, 101.5 FEET NORTHWEST OF BH0347'THE NORTHWEST CORNER OF THE FIRST HOUSE SOUTH OF THE CONCRETE ROAD ON BH0347'THE EAST SIDE OF THE SAND ROAD AND ON THE WEST EDGE OF THE BH0347'ROAD. IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED HILDA 2 BH0347'TURN LEFT AND GO SOUTH ON SAND ROAD FOR 0.25 MILE TO T-JUNCTION WITH BH0347'CONCRETE ROAD AND THE STATION TO THE SOUTHEAST. TO REACH BH0347'1943 1969, 1 FOOT BELOW THE ROAD SURFACE. BH0347' BH0347'HILDA 1930 REFERENCE MARK NO. 2 IS 186.26 FEET NORTHWEST OF THE BH0347'STATION. IT IS 112 FEET EAST-SOUTHEAST OF THE SOUTHEAST BH0347'CORNER OF THE FELLOWSHIP BAPTIST CHURCH, 64.5 FEET EAST-SOUTHEAST OF BH0347'POWERLINE POLE NUMBER 060 1080, 32 FEET NORTH OF THE CENTER OF BH0347'CONCRETE ROAD, 38 FEET EAST OF THE CENTER OF THE SAND ROAD, 29 FEET BH0347'EAST-NORTHEAST OF EAST END OF 18 INCH PIPE UNDER SAND ROAD BH0347'LEADING NORTH, 41 FEET SOUTH OF PROJECTED PLANE OF SOUTH WALL OF THE BH0347'CHURCH, 1 FOOT NORTH OF WITNESS POST AND ON NORTH EDGE OF DRAIN BH0347'DITCH. IT IS A C AND GS REFERENCE MARK DISK, STAMPED BH0347'HILDA NO. 2 1930, PROJECTING 3 INCHES. BH0347' BH0347'HILDA 1930 REFERENCE MARK NO. 3 IS 46.18 FEET NORTH OF THE STATION. BH0347'IT IS AT THE NORTHEAST CORNER OF THE CUMMINGS FRONT YARD, 71 BH0347'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CUMMINGS HOUSE, BH0347'46.5 FEET SOUTH OF THE CENTER OF CONCRETE ROAD, 20 FEET WEST OF BH0347'THE CENTER OF THE SAND ROAD LEADING SOUTH, 20 FEET SOUTH-SOUTHWEST OF BH0347'THE WEST END OF THE PIPE UNDER THE ROAD, 25 FEET NORTH OF THE BH0347'PROJECTED PLANE OF THE NORTH WALL OF THE CUMMINGS HOUSE, 3.5 FEET BH0347'SOUTH OF THE NORTHEAST CORNER OF THE YARD FENCE, 1 FOOT EAST OF BH0347'EAST YARD FENCE AND 1 FOOT SOUTH OF WITNESS POST. IT IS A C BH0347'AND GS REFERENCE MARK DISK, STAMPED HILDA 1930 NO 3 1969, PROJECTING BH0347'2 INCHES. BH0347' BH0347'HILDA 1930 IS 138.68 FEET WEST-NORTHWEST OF THE STATION. IT IS ON BH0347'THE PROPERTY OF MR. MAYRON CUMMINGS, 69 FEET EAST-SOUTHEAST BH0347'OF POWERLINE POLE NUMBER 404, 44 FEET SOUTH OF THE CENTER OF CONCRETE BH0347'ROAD, 53 FEET EAST OF POWERLINE POLE WITH TRANSFORMER, 37 FEET BH0347'EAST OF CENTER OF PRIVATE DRIVE WHICH IS ALSO EXTENDED CENTERLINE OF BH0347'SAND ROAD LEADING NORTH, 32 FEET NORTHWEST OF THE NORTHWEST CORNER BH0347'OF THE CUMMINGS HOUSE, 16.5 FEET WEST OF THE PROJECTED PLANE OF THE BH0347'WEST WALL OF THE HOUSE, 2 FEET SOUTH OF THE NORTH FRONT YARD FENCE BH0347'AND IN THE CUMMINGS FRONT YARD. IT IS A C AND GS TRIANGULATION BH0347'STATION DISK, STAMPED HILDA 1930, 1 INCH BELOW THE GROUND SURFACE. BH0347' BH0347'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION. IT IS BH0347'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 90, 35 FEET EAST OF BH0347'POWERLINE POLE, 3 FEET WEST OF CONCRETE RIGHT-OF-WAY POST AND NEAR BH0347'METAL WITNESS POST. IT IS A C AND GS AZIMUTH MARK DISK, BH0347'STAMPED HILDA 1930 1935 RESET 1958, AND PROJECTING 2 INCHES. BH0347' BH0347'TO REACH THE STATION FROM THE WEST END OF THE DRAW BRIDGE OVER THE BH0347'PASCAGOULA RIVER AT THE WEST EDGE OF PASCAGOULA, GO WEST ON U.S. BH0347'HIGHWAY 90 FOR 5.45 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE BH0347'REACHING GAUTIER CATH. CHURCH. CONTINUE AHEAD ON HIGHWAY 0.55 BH0347'MILE TO SAND CROSS ROAD, TURN LEFT AND GO SOUTH FOR 0.25 MILE TO BH0347'T-JUNCTION WITH OLD U.S. HIGHWAY 90, TURN LEFT AND GO EAST ON BH0347'CONCRETE ROAD 30 YARDS TO SAND ROAD RIGHT AND THE STATION ON THE BH0347'RIGHT. NOTE- THE ARROWS ON THE REFERENCE MARKS DO NOT POINT TO BH0347'THE STATION. BH0347 BH0347 STATION RECOVERY (1969) BH0347 BH0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 BH0347'3.5 MI W FROM GAUTIER. BH0347'5.3 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF BH0347'PASCAGOULA STREET IN PASCAGOULA, THENCE 2.0 MILES WEST ALONG CONCRETE BH0347'ROAD, ON THE WEST EDGE OF A DEAD END, NORTH-SOUTH, SAND, COUNTY ROAD, BH0347'85 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF MR. MAYRON CUMMINGS BH0347'HOUSE, 90 FEET SOUTH OF THE CENTER OF CONCRETE ROAD (OLD U.S. HIGHWAY BH0347'90), 64 FEET SOUTH OF WEST END OF CONCRETE PIPE UNDER SAND ROAD, 11 BH0347'FEET EAST OF EAST YARD FENCE OF THE CUMMINGS YARD, 8.5 FEET WEST OF BH0347'THE CENTER OF THE SAND (DIRT) ROAD, 19 FEET SOUTH OF THE PROJECTED BH0347'PLANE OF THE NORTH WALL OF THE CUMMINGS HOUSE, 101.5 FEET NORTHWEST OF BH0347'THE NORTHWEST CORNER OF THE FIRST HOUSE SOUTH OF THE CONCRETE ROAD ON BH0347'THE EAST SIDE OF THE SAND ROAD AND SET IN THE TOP OF A CONCRETE POST BH0347'THAT IS 1 FOOT BELOW THE ROAD SURFACE. SECTION 35, T 7S, R7W. BH0347 BH0347 STATION RECOVERY (1976) BH0347 BH0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM) BH0347'STATION, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK, ALSO BH0347'STATION MARK HILDA WERE ALL RECOVERED AND FOUND IN GOOD CONDITION. BH0347' BH0347'THE 1969 DESCRIPTION IS ADEQUATE. BH0347' BH0347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BH0347'8 MILES W OF PASCAGOULA. BH0347 BH0347 STATION RECOVERY (1979) BH0347 BH0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) BH0347'ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE 1969 DESCRIPTION IS BH0347'ADEQUATE FOR RECOVERY AT THIS TIME WITH THE FOLLOWING EXCEPTIONS. BH0347' BH0347'THE SAND DRIVE IS GONE AND ALL ROADS ARE NOW PAVED. AZIMUTH MARK IS BH0347'0.15 MILE EAST OF THE STATION, 63 FEET NORTH AND ACROSS OLD HIGHWAY BH0347'90 FROM THE 3RD. POWER POLE EAST OF THE STATION. THE POWER POLE THAT BH0347'WAS 4 FEET FROM AZIMUTH MARK IS GONE. BH0347' BH0347'TO REACH FROM WEST END OF DRAW BRIDGE OVER THE PASCAGOULA RIVER GO BH0347'WEST ON U.S. HIGHWAY 90 FOR 6 MILES TO BEASLEY DRIVE AND LARGE SIGN BH0347'FOR DRIVE-IN THEATER ON THE LEFT, TURN LEFT AND GO SOUTH ON BEASLEY BH0347'DRIVE FOR 0.25 MILE TO OLD HIGHWAY 90 AND STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH0306 *********************************************************************** BH0306 DESIGNATION - J 189 RESET BH0306 PID - BH0306 BH0306 STATE/COUNTY- MS/JACKSON BH0306 USGS QUAD - PASCAGOULA SOUTH (1982) BH0306 BH0306 *CURRENT SURVEY CONTROL BH0306 ___________________________________________________________________ BH0306* NAD 83(1986)- 30 22 16. (N) 088 32 10. (W) SCALED BH0306* NAVD 88 - 3.46 (meters) 11.4 (feet) RESET BH0306 ___________________________________________________________________ BH0306 GEOID HEIGHT- -28.07 (meters) GEOID99 BH0306 BH0306 VERT ORDER - THIRD BH0306 BH0306.The horizontal coordinates were scaled from a topographic map and have BH0306.an estimated accuracy of +/- 6 seconds. BH0306 BH0306.The orthometric height was computed from unverified reset data. BH0306 BH0306.The geoid height was determined by GEOID99. BH0306 BH0306; North East Units Estimated Accuracy BH0306;SPC MS E - 96,600. 328,570. MT (+/- 180 meters Scaled) BH0306 BH0306 SUPERSEDED SURVEY CONTROL BH0306 BH0306 NGVD 29 - 3.42 (m) 11.2 (f) RESET 3 BH0306 BH0306.Superseded values are not recommended for survey control. BH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0306.See file dsdata.txt to determine how the superseded data were derived. BH0306 BH0306_MARKER: DB = BENCH MARK DISK BH0306_SETTING: 0 = UNSPECIFIED SETTING BH0306_STAMPING: J 189 RESET 1972 BH0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BH0306 BH0306 HISTORY - Date Condition Report By BH0306 HISTORY - 1972 MONUMENTED MSHD BH0306 HISTORY - 1973 GOOD NGS BH0306 HISTORY - 1976 GOOD NGS BH0306 BH0306 STATION DESCRIPTION BH0306 BH0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 BH0306'0.8 MI NE FROM PASCAGOULA. BH0306'ABOUT 0.8 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BH0306'FROM THE CROSSING OF MARKET STREET IN PASCAGOULA, ABOUT 2.1 MILES BH0306'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, ABOUT 0.1 BH0306'MILE SOUTHWEST OF MILEPOST 705, ON THE OUTSIDE OF A CURVE IN U. S. BH0306'HIGHWAY 90 WITH TANGENTS EXTENDING NORTHEAST BY WEST, 112 FEET BH0306'NORTHWEST OF THE NORTHWEST RAIL, 41.5 FEET SOUTHEAST OF THE CENTER BH0306'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 15.08 FEET NORTHEAST OF THE BH0306'SOUTHEAST HEADWALL FOR TWO 60 INCH CONCRETE PIPES AND A 6 FOOT BOX BH0306'CULVERT UNDER HIGHWAY (ONE COMMON HEADWALL 35.17 FEET LONG). BH0306 BH0306 STATION RECOVERY (1976) BH0306 BH0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 BH0306'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3083 *********************************************************************** BH3083 DESIGNATION - K 192 RESET BH3083 PID - BH3083 BH3083 STATE/COUNTY- MS/JACKSON BH3083 USGS QUAD - OCEAN SPRINGS (1992) BH3083 BH3083 *CURRENT SURVEY CONTROL BH3083 ___________________________________________________________________ BH3083* NAD 83(1986)- 30 26 25. (N) 088 50 10. (W) SCALED BH3083* NAVD 88 - 6.64 (+/-2cm) 21.8 (feet) VERTCON BH3083 ___________________________________________________________________ BH3083 GEOID HEIGHT- -28.27 (meters) GEOID99 BH3083 BH3083 VERT ORDER - THIRD (See Below) BH3083 BH3083.The horizontal coordinates were scaled from a topographic map and have BH3083.an estimated accuracy of +/- 6 seconds. BH3083 BH3083.The NAVD 88 height was computed by applying the VERTCON shift value to BH3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH3083.The vertical order pertains to the superseded datum. BH3083 BH3083.The geoid height was determined by GEOID99. BH3083 BH3083; North East Units Estimated Accuracy BH3083;SPC MS E - 104,230. 299,730. MT (+/- 180 meters Scaled) BH3083 BH3083 SUPERSEDED SURVEY CONTROL BH3083 BH3083 NGVD 29 - 6.60 (m) 21.7 (f) RESET 3 BH3083 BH3083.Superseded values are not recommended for survey control. BH3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3083.See file dsdata.txt to determine how the superseded data were derived. BH3083 BH3083_MARKER: DV = VERTICAL CONTROL DISK BH3083_SETTING: 31 = CURB BH3083_STAMPING: K 192 RESET 1989 BH3083_MARK LOGO: NGS BH3083_MAGNETIC: N = NO MAGNETIC MATERIAL BH3083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BH3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH3083+SATELLITE: SATELLITE OBSERVATIONS - 1989 BH3083 BH3083 HISTORY - Date Condition Report By BH3083 HISTORY - 1989 MONUMENTED MSHD BH3083 BH3083 STATION DESCRIPTION BH3083 BH3083'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BH3083'3.14 KM (1.95 MI) NORTH ALONG WASHINGTON AVE. FROM THE JUNCTION OF BH3083'U.S. HIGHWAY 90 AT OCEAN SPRINGS TO THE WEST JACKSON COUNTY SERVICES BH3083'BUILDING AND MARK ON THE RIGHT, SET IN A DRILL HOLE IN CONCRETE CURB BH3083'BASE AT THE SOUTHEAST CORNER OF PARKING LOT IN FRONT OF SERVICES BH3083'BUILDING, 32.92 M (108.0 FT) SOUTH OF THE SOUTHEAST CORNER OF BH3083'BUILDING, 35.00 M (114.8 FT) SOUTHWEST OF A LARGE METAL ANTENNA POLE, BH3083'15.00 M (49.2 FT) NORTHWEST OF THE CENTER OF THE SOUTHEAST ENTRANCE BH3083'ROAD TO PARKING LOT AND 11.58 M (38.0 FT) NORTHEAST OF THE CENTER OF BH3083'N. WASHINGTON AVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3084 *********************************************************************** BH3084 DESIGNATION - L 192 RESET BH3084 PID - BH3084 BH3084 STATE/COUNTY- MS/JACKSON BH3084 USGS QUAD - OCEAN SPRINGS (1992) BH3084 BH3084 *CURRENT SURVEY CONTROL BH3084 ___________________________________________________________________ BH3084* NAD 83(1986)- 30 25 48. (N) 088 49 47. (W) SCALED BH3084* NAVD 88 - 8.27 (+/-2cm) 27.1 (feet) VERTCON BH3084 ___________________________________________________________________ BH3084 GEOID HEIGHT- -28.24 (meters) GEOID99 BH3084 BH3084 VERT ORDER - THIRD (See Below) BH3084 BH3084.The horizontal coordinates were scaled from a topographic map and have BH3084.an estimated accuracy of +/- 6 seconds. BH3084 BH3084.The NAVD 88 height was computed by applying the VERTCON shift value to BH3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH3084.The vertical order pertains to the superseded datum. BH3084 BH3084.The geoid height was determined by GEOID99. BH3084 BH3084; North East Units Estimated Accuracy BH3084;SPC MS E - 103,090. 300,350. MT (+/- 180 meters Scaled) BH3084 BH3084 SUPERSEDED SURVEY CONTROL BH3084 BH3084 NGVD 29 - 8.24 (m) 27.0 (f) RESET 3 BH3084 BH3084.Superseded values are not recommended for survey control. BH3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3084.See file dsdata.txt to determine how the superseded data were derived. BH3084 BH3084_MARKER: DV = VERTICAL CONTROL DISK BH3084_SETTING: 31 = PORCH SLAB BH3084_STAMPING: L 192 RESET 1989 BH3084_MARK LOGO: NGS BH3084_MAGNETIC: N = NO MAGNETIC MATERIAL BH3084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BH3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH3084+SATELLITE: SATELLITE OBSERVATIONS - 1989 BH3084 BH3084 HISTORY - Date Condition Report By BH3084 HISTORY - 1989 MONUMENTED MSHD BH3084 BH3084 STATION DESCRIPTION BH3084 BH3084'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BH3084'1.61 KM (1.00 MI) NORTH ALONG WASHINGTON AVE. FROM THE JUNCTION OF BH3084'U.S. HIGHWAY 90 AT OCEAN SPRINGS TO THE FIRST BAPTIST CHURCH AND MARK BH3084'ON THE RIGHT, SET IN A DRILL HOLE AT THE SOUTHWEST CORNER OF CONCRETE BH3084'PORCH OF CHURCH, 23.77 M (78.0 FT) EAST OF THE CENTER OF N. WASHINGTON BH3084'AVE., 12.19 M (40.0 FT) SOUTH OF THE NORTHWEST CORNER OF CHURCH AND BH3084'1.37 M (4.5 FT) WEST OF THE SOUTHWEST CORNER OF CHURCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3172 *********************************************************************** BH3172 CBN - This is a Cooperative Base Network Control Station. BH3172 DESIGNATION - MOSS POINT RESET BH3172 PID - BH3172 BH3172 STATE/COUNTY- MS/JACKSON BH3172 USGS QUAD - PASCAGOULA NORTH (1982) BH3172 BH3172 *CURRENT SURVEY CONTROL BH3172 ___________________________________________________________________ BH3172* NAD 83(1993)- 30 24 43.06147(N) 088 32 03.92769(W) ADJUSTED BH3172* NAVD 88 - 4.4 (meters) 14. (feet) GPS OBS BH3172 ___________________________________________________________________ BH3172 X - 140,804.349 (meters) COMP BH3172 Y - -5,503,458.929 (meters) COMP BH3172 Z - 3,209,829.178 (meters) COMP BH3172 LAPLACE CORR- 0.29 (seconds) DEFLEC99 BH3172 ELLIP HEIGHT- -23.90 (meters) GPS OBS BH3172 GEOID HEIGHT- -28.18 (meters) GEOID99 BH3172 BH3172 HORZ ORDER - B BH3172 VERT ORDER - THIRD (See Below) BH3172 ELLP ORDER - FOURTH CLASS II BH3172 BH3172.The horizontal coordinates were established by GPS observations BH3172.and adjusted by the National Geodetic Survey in January 1994. BH3172 BH3172.The orthometric height was determined by GPS observations and a BH3172.high-resolution geoid model. BH3172.The vertical order pertains to the superseded datum. BH3172 BH3172.The X, Y, and Z were computed from the position and the ellipsoidal ht. BH3172 BH3172.The Laplace correction was computed from DEFLEC99 derived deflections. BH3172 BH3172.The ellipsoidal height was determined by GPS observations BH3172.and is referenced to NAD 83. BH3172 BH3172.The geoid height was determined by GEOID99. BH3172 BH3172; North East Units Scale Converg. BH3172;SPC MS E - 101,125.364 328,719.378 MT 0.99996017 +0 09 04.7 BH3172;UTM 16 - 3,365,434.645 352,614.742 MT 0.99986798 -0 46 36.8 BH3172 BH3172: Primary Azimuth Mark Grid Az BH3172:SPC MS E - MOSS POINT THIOKOL CHEM TANK 051 07 41.0 BH3172:UTM 16 - MOSS POINT THIOKOL CHEM TANK 052 03 22.5 BH3172 BH3172|---------------------------------------------------------------------| BH3172| PID Reference Object Distance Geod. Az | BH3172| dddmmss.s | BH3172| BH2233 MOSS POINT THIOKOL CHEM TANK APPROX. 2.4 KM 0511645.7 | BH3172| BH0313 MOSS 58.623 METERS 19152 | BH3172| BH0312 JACKSON APPROX. 0.5 KM 2083124.6 | BH3172| BH0316 MOSS POINT RM 2 22.987 METERS 21555 | BH3172| BH0315 MOSS POINT RM 1 17.079 METERS 30649 | BH3172|---------------------------------------------------------------------| BH3172 BH3172 SUPERSEDED SURVEY CONTROL BH3172 BH3172 ELLIP HT - -23.90 (m) GP( ) 4 1 BH3172 NAD 83(1993)- 30 24 43.08666(N) 088 32 03.91961(W) AD( ) 1 BH3172 ELLIP HT - -23.82 (m) GP( ) 4 1 BH3172 NAD 83(1993)- 30 24 43.07024(N) 088 32 03.92294(W) AD( ) 2 BH3172 NAD 83(1986)- 30 24 43.08667(N) 088 32 03.91961(W) AD( ) 2 BH3172 NAD 27 - 30 24 42.36700(N) 088 32 03.86100(W) AD( ) 2 BH3172 NGVD 29 - 4.47 (m) 14.7 (f) RESET 3 BH3172 BH3172.Superseded values are not recommended for survey control. BH3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3172.See file dsdata.txt to determine how the superseded data were derived. BH3172 BH3172_MARKER: DS = TRIANGULATION STATION DISK BH3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH3172_STAMPING: MOSS POINT 1921 1969 1992 BH3172_MARK LOGO: CGS BH3172_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT BH3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3172+STABILITY: SURFACE MOTION BH3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH3172+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 BH3172 BH3172 HISTORY - Date Condition Report By BH3172 HISTORY - 1992 MONUMENTED NGS BH3172 HISTORY - 19911109 GOOD BH3172 HISTORY - 1992 GOOD MSHD BH3172 HISTORY - 19930506 GOOD BH3172 HISTORY - 20000612 GOOD NGS BH3172 BH3172 STATION DESCRIPTION BH3172 BH3172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 BH3172'LOCATED IN MOSS POINT, AT THE JUNCTION OF RAILROAD STREET AND MC BH3172'INNIS AVE., IN LAWN AREA JUST NORTH OF THE MISSISSIPPI EXPORT BH3172'RAILROAD DEPOT AND GENERAL OFFICES. FROM THE POST OFFICE IN MOSS BH3172'POINT GO SOUTH ON MAIN STREET FOR 1/2 BLOCK TO MC INNIS AVE ON THE BH3172'LEFT, TURN LEFT AND GO EAST ON MC INNIS AVE. FOR 0.3 MI (0.5 KM) TO BH3172'RAILROAD DEPOT AND STATION ON THE LEFT, IN TOP OF A ROUND CONCRETE BH3172'POST, PROJECTING 3 INCHES, 225.0 FT (68.6 M) NORTH OF THE CENTER OF BH3172'MC INNIS STREET, 245.0 FT (74.7 M) SOUTH OF THE SOUTH RAIL OF BH3172'EAST-WEST TRACK, 68.6 FT (20.9 M) WEST NORTHWEST OF THE WEST RAIL OF BH3172'NORTH-SOUTH TRACK, 49.0 FT (14.9 M) NORTH OF THE NORTH RAIL OF SPUR BH3172'TRACK, 86.0 FT (26.2 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF BH3172'DEPOT, 12.5 FT (3.8 M) EAST OF THE PROJECTED PLANE OF EAST SIDE OF BH3172'DEPOT, 2.0 FT (0.6 M) WEST OF A METAL WITNESS POST AND 2.0 FT (0.6 M) BH3172'EAST OF A CARSONITE WITNESS POST. NOTE--THE CGS DISK WAS USED TO BH3172'RESET THE SURFACE MARK FOR 1992. BH3172 BH3172 STATION RECOVERY (1991) BH3172 BH3172'RECOVERED 1991 BH3172'RECOVERED IN GOOD CONDITION. BH3172 BH3172 STATION RECOVERY (1992) BH3172 BH3172'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 BH3172'STATION IS LOCATED ABOUT 0.25 MI (0.40 KM) EAST OF THE BUSINESS BH3172'DISTRICT OF MOSS POINT, 0.25 MI (0.40 KM) SOUTH OF THE ESCATAWPA BH3172'RIVER, JUST NORTH OF OLD RAILROAD DEPOT AND GENERAL OFFICES OF BH3172'MISSISSIPPI EXPORT RAILROAD AND ON PROPERTY OF RAILROAD. BH3172'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND TELEPHONE ROAD IN BH3172'PASCAGOULA, GO NORTH ON TELEPHONE ROAD FOR 3.6 MI (5.8 KM) TO THE BH3172'JUNCTION OF MCINNIS AVENUE ON THE RIGHT IN MOSS POINT, TURN RIGHT AND BH3172'GO WEST ON MCINNIS AVENUE FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF BH3172'RAILROAD STREET AND DEPOT AND STATION ON THE RIGHT, JUST NORTH OF BH3172'DEPOT IN GRASS AREA. BH3172'STATION IS A STANDARD DISK, STAMPED---MOSS POINT 1921 1992---SET IN BH3172'TOP OF A CONCRETE POST, PROJECTING 3.0 IN ABOVE GROUND. IT IS IN THE BH3172'LAWN AREA NORTH OF DEPOT BUILDING, 245.0 FT (74.7 M) SOUTH OF THE BH3172'SOUTH RAIL OF EAST-WEST TRACKS, 157,5 FT EAST NORTHEAST OF FLAG POLE, BH3172'86.0 FT (26.2 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF DEPOT BH3172'BUILDING, 68.6 FT (20.9 M) WEST NORTHWEST OF THE WEST RAIL OF BH3172'NORTH-SOUTH TRACKS, 49.0 FT (14.9 M) NORTH OF THE NORTH RAIL OF SIDE BH3172'TRACK, 12.5 EAST OF THE PROJECTED PLANE OF THE EAST WALL OF DEPOT, BH3172'2.0 FT (0.6 M) WEST OF A METAL WITNESS POST AND 2.0 FT (0.6 M) EAST BH3172'OF A CARSONITE WITNESS POST. BH3172 BH3172 STATION RECOVERY (1993) BH3172 BH3172'RECOVERED 1993 BH3172'RECOVERED IN GOOD CONDITION. BH3172 BH3172 STATION RECOVERY (2000) BH3172 BH3172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 BH3172'THE STATION IS ON THE NORTH SIDE OF MOSS POINT, MS, NEAR THE SOUTH BH3172'SIDE OF THE ESCATAWPA RIVER. TO REACH MOSS POINT RESET FROM THE BH3172'INTERSECTION OF US 90 AND ROUTE 613 (VARIOUSLY LABELLED TELEPHONE RD. BH3172'OR AVE.) IN PACAGOULA, DRIVE NORTHEAST ON TELEPHONE RD. (RTE 613) FOR BH3172'1.2 MI (1.9 KM) TO A BIG INTERSECTION. CONTINUE NORTH ON MAIN ST. BH3172'(STILL RTE 613) FOR 2.4 MILES (3.9 KM) INTO MOSS POINT TO MCINNIS AVE. BH3172'TURN RIGHT (EAST) ON MCINNIS AVE. AND PROCEED FOR 0.3 MI (0.5 KM) BH3172'PASSING THE POLICE COURT AND THE LIBRARY ON THE LEFT, TO THE STATION BH3172'ON THE LEFT. THE STATION IS 120.4 FT (36.7 M) EAST NORTHEAST OF THE BH3172'NORTHEAST CORNER OF THE NEW HEADQUARTERS BUILDING FOR THE MISSISSIPPI BH3172'EXPRESS RAILROAD, LOCATED AT 4519 MCINNIS ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3071 *********************************************************************** BH3071 DESIGNATION - WEST RESET BH3071 PID - BH3071 BH3071 STATE/COUNTY- MS/JACKSON BH3071 USGS QUAD - PASCAGOULA NORTH (1982) BH3071 BH3071 *CURRENT SURVEY CONTROL BH3071 ___________________________________________________________________ BH3071* NAD 83(1993)- 30 22 55.60132(N) 088 36 16.00946(W) ADJUSTED BH3071* NAVD 88 - 3.68 (meters) 12.1 (feet) RESET BH3071 ___________________________________________________________________ BH3071 LAPLACE CORR- 0.20 (seconds) DEFLEC99 BH3071 GEOID HEIGHT- -28.11 (meters) GEOID99 BH3071 BH3071 HORZ ORDER - SECOND BH3071 VERT ORDER - THIRD BH3071 BH3071.The horizontal coordinates were established by classical geodetic methods BH3071.and adjusted by the National Geodetic Survey in May 1994. BH3071 BH3071.The orthometric height was computed from unverified reset data. BH3071.No vertical observational check was made to the station. BH3071 BH3071.The Laplace correction was computed from DEFLEC99 derived deflections. BH3071 BH3071.The geoid height was determined by GEOID99. BH3071 BH3071; North East Units Scale Converg. BH3071;SPC MS E - 97,800.680 321,998.216 MT 0.99995597 +0 06 56.7 BH3071;UTM 16 - 3,362,219.478 345,841.151 MT 0.99989319 -0 48 41.9 BH3071 BH3071: Primary Azimuth Mark Grid Az BH3071:SPC MS E - WEST AZ MK 105 13 00.8 BH3071:UTM 16 - WEST AZ MK 106 08 39.4 BH3071 BH3071|---------------------------------------------------------------------| BH3071| PID Reference Object Distance Geod. Az | BH3071| dddmmss.s | BH3071| BH2230 MOSS POINT EAST MUN TANK APPROX. 8.5 KM 0691630.4 | BH3071| BH2226 PASCAGOULA BVD BRAND TANK APPROX. 6.4 KM 0812853.0 | BH3071| BH2225 PASCAGOULA NORTH MUN TANK APPROX. 5.4 KM 0934429.2 | BH3071| AI3713 WEST RM 1 33.888 METERS 10227 | BH3071| BH0332 WEST RM 3 33.887 METERS 10229 | BH3071| DD9239 WEST AZ MK 1051957.5 | BH3071| BH2266 PASCAGOULA CO POLICE RAD MAST APPROX. 4.8 KM 1123538.6 | BH3071| BH2250 PASCAGOULA PORT FACILITIES TK APPROX. 4.1 KM 1221038.2 | BH3071| BH2243 WEST OFFSET 1958 9.057 METERS 19450 | BH3071| BH2259 GAUTIER CASTIGLIOLA CO MAST APPROX. 1.4 KM 2271207.7 | BH3071| BH0334 WEST RM 2 30.123 METERS 27201 | BH3071| BH2237 T E 7 1958 350.057 METERS 28324 | BH3071|---------------------------------------------------------------------| BH3071 BH3071 SUPERSEDED SURVEY CONTROL BH3071 BH3071 NAD 83(1993)- 30 22 55.61015(N) 088 36 16.00545(W) AD( ) 2 BH3071 NAD 83(1986)- 30 22 55.62552(N) 088 36 16.00115(W) AD( ) 2 BH3071 NGVD 29 - 3.64 (m) 11.9 (f) RESET 3 BH3071 BH3071.Superseded values are not recommended for survey control. BH3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3071.See file dsdata.txt to determine how the superseded data were derived. BH3071 BH3071_MARKER: DS = TRIANGULATION STATION DISK BH3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH3071_STAMPING: WEST 1958 1985 BH3071_MARK LOGO: NGS BH3071_PROJECTION: FLUSH BH3071_MAGNETIC: N = NO MAGNETIC MATERIAL BH3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3071+STABILITY: SURFACE MOTION BH3071 BH3071 HISTORY - Date Condition Report By BH3071 HISTORY - 1985 MONUMENTED NGS BH3071 HISTORY - 19850827 GOOD NGS BH3071 BH3071 STATION DESCRIPTION BH3071 BH3071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BH3071'3.05 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF BH3071'PASCAGOULA STREET IN PASCAGOULA, AT SOUTH EDGE OF A GRAVEL DRIVE, BH3071'98.0 FT (29.9 M) EAST-NORTHEAST OF THE NORTHEAST ABUTMENT OF CONCRETE BH3071'BRIDGE OVER WEST BRIDGE OVER WEST PASCAGOULA RIVER, 89.2 FT (27.2 M) BH3071'WEST-NORTHWEST OF THE EAST END OF METAL GUARDRAIL, 49.0 FT (14.9 M) BH3071'SOUTHEAST OF A POWER POLE, 45.2 FT (13.8 M) NORTH OF THE CENTER OF THE BH3071'WEST BOUND LANES OF HIGHWAY 90 AND 19.5 FT (5.9 M) NORTH OF METAL BH3071'GUARDRAIL, MARK IS FLUSH WITH THE GROUND. BH3071 BH3071 STATION RECOVERY (1985) BH3071 BH3071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) BH3071'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO 2 WERE RECOVERED IN BH3071'GOOD CONDITION. THE STATION SURFACE MARK WAS FOUND LEANING ABOUT 45 BH3071'DEGREES, REFERENCE MARK NO 3 WAS FOUND WITH TOP BROKEN AND DISK BH3071'MISSING. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. THE BH3071'STATION SURFACE MONUMENT WAS RESET OVER THE UNERGROUND MARK AND A NEW BH3071'REFERENCE MARK NO 4 WAS ESTABLISHED AT THIS TIME. STATION 20E-1A 1983 BH3071'USE, IS VISIBLE FROM THE STATION AND WAS USED AS AN AZIMUTH. A NEW BH3071'DESCRIPTION FOLLOWS. BH3071'TO REACH FROM THE INTERSECTION OF PASCAGOULA STREET AND US HIGHWAY 90, BH3071'GO WEST ON US HIGHWAY 90 FOR 3.05 MI (4.91 KM) TO THE STATION ON THE BH3071'RIGHT AS DESCRIBED. STATION MARK IS A STANDARD DISK STAMPED--WEST BH3071'1958 1985--, SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE BH3071'GROUND. IT IS IN THE SOUTH EDGE OF A GRAVEL ROAD, 29.87 M (98.00 FT) BH3071'EAST NORTHEAST OF THE NORTHEAST ABUTMENT OF CONCRETE BRIDGE OVER WEST BH3071'PASCAGOULA RIVER, 27.19 M (89.21 FT) WEST NORTHWEST OF THE EAST END OF BH3071'A METAL GUARDRAIL, 14.94 M (49.02 FT) SOUTHEAST OF A POWER POLE, 13.78 BH3071'M (45.21 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF HIGHWAY 90 BH3071'AND 5.94 M (19.49 FT) NORTH OF A METAL GUARDRAIL. REFERENCE MARK NO 2 BH3071'IS A STANDARD DISK STAMPED--WEST NO 2 1958--, SET IN THE TOP OF A BH3071'SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 6.86 M (22.51 FT) BH3071'NORTH OF THE CENTER OF THE WESTBOUND LANES OF HIGHWAY 90 AND 0.24 M BH3071'(0.79 FT) NORTH OF THE NORTH CORNER OF THE NORTHEAST CONCRETE WING BH3071'WALL OF BRIDGE. REFERENCE MARK NO 4 IS A STANDARD NGS DISK BH3071'STAMPED--WEST 1958 NO 4 1985--, SET IN TOP OF A ROUND CONCRETE POST, BH3071'FLUSH WITH THE GROUND. IT IS 24.84 M (81.50 FT) SOUTHEAST OF A POWER BH3071'POLE, 38.40 M (125.98 FT) EAST OF THE NORTHEAST ABUTMENT OF CONCRETE BH3071'BRIDGE, 18.23 M (59.81 FT) WEST OF THE EAST END OF METAL GUARDRAIL, BH3071'9.44 M (30.97 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF BH3071'HIGHWAY 90, 0.49 M (1.61 FT) NORTH OF METAL GUARDRAIL AND 0.30 M (0.98 BH3071'FT) EAST OF A CARSONITE WITNESS POST. 20E-1A IS A US CORP OF BH3071'ENGINEERS SURVEY STATION DISK STAMPED--20E-1A 1983--, SET IN DRILL BH3071'HOLE IN CONCRETE DECK OF THE EASTBOUND LANE OF I-10 BRIDGE OVER THE BH3071'WEST PASCAGOULA RIVER. IT IS 377.10 M (1237.20 FT) EAST OF THE WEST BH3071'END OF BRIDGE AND 0.70 M (2.30 FT) NORTH OF THE SOUTH CONCRETE GUARD BH3071'RAIL OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3072 *********************************************************************** BH3072 DESIGNATION - WEST RM 4 BH3072 PID - BH3072 BH3072 STATE/COUNTY- MS/JACKSON BH3072 USGS QUAD - PASCAGOULA NORTH (1982) BH3072 BH3072 *CURRENT SURVEY CONTROL BH3072 ___________________________________________________________________ BH3072* NAD 83(1986)- 30 22 54. (N) 088 36 15. (W) SCALED BH3072* NAVD 88 - 4.20 (meters) 13.8 (feet) RESET BH3072 ___________________________________________________________________ BH3072 GEOID HEIGHT- -28.11 (meters) GEOID99 BH3072 BH3072 VERT ORDER - THIRD BH3072 BH3072.The horizontal coordinates were scaled from a topographic map and have BH3072.an estimated accuracy of +/- 6 seconds. BH3072 BH3072.The orthometric height was computed from unverified reset data. BH3072.No vertical observational check was made to the station. BH3072 BH3072.The geoid height was determined by GEOID99. BH3072 BH3072; North East Units Estimated Accuracy BH3072;SPC MS E - 97,750. 322,030. MT (+/- 180 meters Scaled) BH3072 BH3072 SUPERSEDED SURVEY CONTROL BH3072 BH3072 NGVD 29 - 4.16 (m) 13.6 (f) RESET 3 BH3072 BH3072.Superseded values are not recommended for survey control. BH3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3072.See file dsdata.txt to determine how the superseded data were derived. BH3072 BH3072_MARKER: DR = REFERENCE MARK DISK BH3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH3072_STAMPING: WEST 1958 NO 4 1985 BH3072_MARK LOGO: NGS BH3072_MAGNETIC: N = NO MAGNETIC MATERIAL BH3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3072+STABILITY: SURFACE MOTION BH3072 BH3072 HISTORY - Date Condition Report By BH3072 HISTORY - 1985 MONUMENTED NGS BH3072 BH3072 STATION DESCRIPTION BH3072 BH3072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BH3072'3.05 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF BH3072'PASCAGOULA STREET IN PASCAGOULA, 126.0 FT (38.4 M) EAST OF THE BH3072'NORTHEAST ABUTMENT OF CONCRETE BRIDGE OVER WEST PASCAGOULA RIVER, BH3072'59.8 FT (18.2 M) WEST OF THE EAST END OF METAL GUARDRAIL, 31.0 FT BH3072'(9.4 M) NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 90 AND BH3072'1.6 FT (0.5 M) NORTH OF METAL GUARDRAIL, MARK IS FLUSH WITH THE BH3072'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DE7994 *********************************************************************** DE7994 DESIGNATION - Z 192 RESET DE7994 PID - DE7994 DE7994 STATE/COUNTY- MS/JACKSON DE7994 USGS QUAD - PASCAGOULA SOUTH (1982) DE7994 DE7994 *CURRENT SURVEY CONTROL DE7994 ___________________________________________________________________ DE7994* NAD 83(1986)- 30 22 16. (N) 088 33 39. (W) SCALED DE7994* NAVD 88 - 6.01 (meters) 19.7 (feet) RESET DE7994 ___________________________________________________________________ DE7994 GEOID HEIGHT- -28.07 (meters) GEOID99 DE7994 DE7994 VERT ORDER - THIRD DE7994 DE7994.The horizontal coordinates were scaled from a topographic map and have DE7994.an estimated accuracy of +/- 6 seconds. DE7994 DE7994.The orthometric height was computed from unverified reset data. DE7994.No vertical observational check was made to the station. DE7994 DE7994.The geoid height was determined by GEOID99. DE7994 DE7994; North East Units Estimated Accuracy DE7994;SPC MS E - 96,590. 326,190. MT (+/- 180 meters Scaled) DE7994 DE7994 SUPERSEDED SURVEY CONTROL DE7994 DE7994.No superseded survey control is available for this station. DE7994 DE7994_MARKER: DV = VERTICAL CONTROL DISK DE7994_SETTING: 38 = BRIDGE ABUTMENT DE7994_STAMPING: Z 192 RESET 2000 DE7994_MARK LOGO: NGS DE7994_MAGNETIC: N = NO MAGNETIC MATERIAL DE7994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE7994 DE7994 HISTORY - Date Condition Report By DE7994 HISTORY - 2001 MONUMENTED MSDOT DE7994 DE7994 STATION DESCRIPTION DE7994 DE7994'DESCRIBED BY MS DEPT TRANS 2001 (MLD) DE7994'LOCATED 0.4 MILE (0.6 KM) NORTHWEST OF THE APPROXIMATE CENTER OF DE7994'PASCAGOULA. 2 TENTHS OF A MILE FROM THE INTERSECTION OF PASCAGOULA DE7994'STREET AND HIGHWAY 90 IN THE NORTH END OF THE EAST ABUTMENT OF THE NEW DE7994'HIGH RISE BRIDGE OVER THE EAST PASCAGOULA RIVER.