1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 BH2236 *********************************************************************** BH2236 DESIGNATION - GAUTIER BH2236 PID - BH2236 BH2236 STATE/COUNTY- MS/JACKSON BH2236 USGS QUAD - PASCAGOULA NORTH (1982) BH2236 BH2236 *CURRENT SURVEY CONTROL BH2236 ___________________________________________________________________ BH2236* NAD 83(1993)- 30 23 06.59486(N) 088 36 35.44430(W) ADJUSTED BH2236* NAVD 88 - 4. (meters) 13. (feet) SCALED BH2236 ___________________________________________________________________ BH2236 LAPLACE CORR- 0.19 (seconds) DEFLEC99 BH2236 GEOID HEIGHT- -28.30 (meters) GEOID03 BH2236 BH2236 HORZ ORDER - SECOND BH2236 BH2236.The horizontal coordinates were established by classical geodetic methods BH2236.and adjusted by the National Geodetic Survey in May 1994. BH2236 BH2236.The orthometric height was scaled from a topographic map. BH2236 BH2236.The Laplace correction was computed from DEFLEC99 derived deflections. BH2236 BH2236.The geoid height was determined by GEOID03. BH2236 BH2236; North East Units Scale Factor Converg. BH2236;SPC MS E - 98,138.165 321,478.692 MT 0.99995569 +0 06 47.0 BH2236;UTM 16 - 3,362,565.306 345,327.189 MT 0.99989514 -0 48 52.0 BH2236 BH2236! - Elev Factor x Scale Factor = Combined Factor BH2236!SPC MS E - 1.00000381 x 0.99995569 = 0.99995950 BH2236!UTM 16 - 1.00000381 x 0.99989514 = 0.99989895 BH2236 BH2236: Primary Azimuth Mark Grid Az BH2236:SPC MS E - WEST RESET 123 00 28.4 BH2236:UTM 16 - WEST RESET 123 56 07.4 BH2236 BH2236|---------------------------------------------------------------------| BH2236| PID Reference Object Distance Geod. Az | BH2236| dddmmss.s | BH2236| BH2250 PASCAGOULA PORT FACILITIES TK APPROX. 4.7 KM 1221752.8 | BH2236| BH3071 WEST RESET APPROX. 0.6 KM 1230715.4 | BH2236| BH2237 T E 7 1958 14520 | BH2236| DD8829 GAUTIER RM 1 18.060 METERS 22551 | BH2236| DD8831 GAUTIER RM 3 17.848 METERS 22601 | BH2236| DD8832 GAUTIER RM 4 32.903 METERS 26436 | BH2236| DD8830 GAUTIER RM 2 11.449 METERS 33308 | BH2236|---------------------------------------------------------------------| BH2236 BH2236 SUPERSEDED SURVEY CONTROL BH2236 BH2236 NAD 83(1993)- 30 23 06.60369(N) 088 36 35.44016(W) AD( ) 2 BH2236 NAD 83(1986)- 30 23 06.61882(N) 088 36 35.43566(W) AD( ) 2 BH2236 NAD 27 - 30 23 05.89500(N) 088 36 35.36400(W) AD( ) 2 BH2236 BH2236.Superseded values are not recommended for survey control. BH2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2236.See file dsdata.txt to determine how the superseded data were derived. BH2236 BH2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4532762565(NAD 83) BH2236_MARKER: DS = TRIANGULATION STATION DISK BH2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH2236+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005 BH2236 BH2236 HISTORY - Date Condition Report By BH2236 HISTORY - 1935 MONUMENTED CGS BH2236 HISTORY - 1946 GOOD CGS BH2236 HISTORY - 1958 GOOD CGS BH2236 HISTORY - 1958 GOOD CGS BH2236 HISTORY - 1969 GOOD CGS BH2236 HISTORY - 1971 GOOD NGS BH2236 HISTORY - 20050604 GOOD USPSQD BH2236 BH2236 STATION DESCRIPTION BH2236 BH2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) BH2236'THE STATION IS ON THE W BANK OF WEST PASCAGOULA RIVER ON THE FIRST BH2236'PROMINENT POINT DUE N OF THE W BRIDGE ABUTMENT ON U.S. HIGHWAY BH2236'90, ABOUT 3/8 MILE FROM THE BRIDGE. BH2236' BH2236'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS BH2236'SET IN CONCRETE. BH2236' BH2236'THE STATION MARK IS 39 FEET, E OF A 24-INCH PINE, 26 FEET W OF THE BH2236'RIVER BANK ON THE E, 30 FEET S OF THE RIVER BANK TO THE N. 65 BH2236'FEET NW OF A 30-INCH LIVE OAK TREE WITH A TRIANGULAR BLAZE, AND 55 BH2236'FEET NNE OF A 30-INCH LIVE OAK TREE. BH2236' BH2236'REFERENCE MARK NO.1, PROJECTING ABOUT 10 INCHES ABOVE GROUND, IS SW BH2236'OF THE STATION, MIDWAY BETWEEN TWO LIVE OAKS, ONE ON EITHER SIDE BH2236'OF A DIM ROAD AND ABOUT 3/4 OF THE WAY UP THE SLOPE S OF THE STATION. BH2236' BH2236'REFERENCE MARK NO.2, PROJECTING ABOUT 10 INCHES ABOVE GROUND, IS NW BH2236'OF THE STATION, BETWEEN 2 PINE SAPLINGS 4 FEET APART, THE TREES BH2236'BEING 30 FEET W OF THE RIVER BANK AT THE N END OF THE SLOPE IN WHICH BH2236'THE TERRAIN ENDS, 15 FEET W OF A DIM WOODS ROAD, AND 30 FEET NE BH2236'OF A 24-INCH PINE WHICH IS 65 FEET FROM THE RIVER BANK. BH2236' BH2236'STATION CAN BE REACHED BY FOLLOWING THE ROAD ALONG THE W BANK OF THE BH2236'RIVER UNTIL IT STOPS, AND WALKING ABOUT 1/4 MILE TO THE STATION. BH2236'UPON APPROACHING THE STATION THE RIVER BANK TAKES A QUICK SLOPING BH2236'DROP OF ABOUT 12 FEET, THE STATION BEING AT THE N END OF THE DROP. BH2236 BH2236 STATION RECOVERY (1946) BH2236 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG) BH2236'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DESCRIPTION BH2236'ADEQUATE. BH2236' BH2236'THE DISTANCES TO THE REFERENCE MARKS WERE TAPED AND CHECKED THE BH2236'FORMER MEASUREMENTS. BH2236 BH2236 STATION RECOVERY (1958) BH2236 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) BH2236'STATION WAS RECOVERED AND STATION MARKS AND REFERENCE MARK 2 WERE BH2236'FOUND IN GOOD CONDITION. REFERENCE MARK 1 WAS WAS MOVED TO A BH2236'DIFFERENT LOCATION AND RESTAMPED GAUTIER NO 3 1935. A TIE WAS MADE BH2236'TO TRIANGULATION STATION WEST 1958, THE DISTANCE BEING 619.52 BH2236'METERS--(2032.54 FT.) . BH2236' BH2236'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GAUTIER NO 3 1935, SET BH2236'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH THE BH2236'GROUND SURFACE. IT IS 76 FEET WEST OF WEST EDGE OF WEST PASCAGOULA BH2236'RIVER, 70 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BH2236'HOUSE, 10.7 FEET EAST OF THE CENTER OF A 36-INCH OAK TREE AND 9.5 BH2236'FEET WEST OF THE CENTER OF A 24-INCH OAK TREE. BH2236' BH2236'THE ORIGINAL DESCRIPTION OF STATION MARK AND REFERENCE MARK 2 IS BH2236'ACCURATE AND ADEQUATE. BH2236 BH2236 STATION RECOVERY (1958) BH2236 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL) BH2236'STATION AND BOTH REFERENCE MARKS RECOVERED. OLD DESCRIPTION IS NO BH2236'LONGER ADEQUATE, AND NEW ONE IS AS FOLLOWS, STATION MARK IS BH2236'28.5 FT NW OF THE SHORE END OF PIER, 56.6 FT WEST OF THE H.W.L. OF BH2236'THE RIVER, AND APPROX. 140 FT NE OF THE NE CORNER OF HOUSE. BH2236' BH2236'ACCORDING TO OWNER OF PROPERTY, R.M. 1 HAS BEEN RESET, ALTHOUGH BH2236'APPROXIMATELY IN SAME LOCATION. NEW ANGLE AND DISTANCE BH2236'FOLLOW THIS DESCRIPTION. R.M. 2 IS IN SAME PLACE, HOWEVER, PINE BH2236'TREES AND WOODS ROAD USED TO LOCATE IT, WERE DESTROYED BY BH2236'HURRICANE. BH2236' BH2236'TO REACH FROM CORNER OF TELEPHONE RD AND U.S. HWY 90 IN PASCAGOULA, BH2236'GO WEST ALONG NEW HWY 90 FOR 3.75 MILES TO PAVED RD RIGHT AND A BH2236'SMALL CEMETARY IN THE NE CORNER OF ROAD JUNCTION. TURN RIGHT (NORTH) BH2236'AND CONTINUE .5 MILE TO GATE AND DRIVE WAY RIGHT. TURN RIGHT BH2236'(EAST) AND GO .2 MILE TO YELLOW HOUSE AND STATION SITE. BH2236' BH2236'NOTE, DISTANCE AND DIRECTIONS ARE NOT PRECISE. BH2236 BH2236 STATION RECOVERY (1969) BH2236 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) BH2236'THE STATION WAS VISITED 11/10/69 AND THE STATION MARK, REFERENCE BH2236'MARKS 2 AND 3 AND TRIANGULATION STATION WEST 1958 WHICH WAS BH2236'USED FOR THE AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION. BH2236'REFERENCE MARK NO. 2 IS NOW 2 FEET BELOW THE GROUND SURFACE. A BH2236'DIFFERENCE OF .125 METERS LONGER WAS FOUND IN THE DISTANCE TO BH2236'REFERENCE MARK 2 AND A DIFFERENCE OF .025 METER SHORTER IN THE BH2236'DISTANCE TO REFERENCE MARK NO. 3 WAS FOUND. A DIFFERENCE IN THE BH2236'ANGLE BETWEEN THE REFERENCE MARKS OF 24 MINUTES WAS ALSO BH2236'FOUND. THESE DIFFERENCES ARE IN COMPARISON TO THOSE DISTANCES AND BH2236'ANGLE MEASURED IN 1958 BY O.S.R. IN 1958. THE 1969 BH2236'MEASUREMENTS WERE CHECKED AND FOUND TO BE CORRECT. A REFERENCE MARK BH2236'NO. 4 WAS ESTABLISHED. A NEW DESCRIPTION FOLLOWS- BH2236' BH2236'THE STATION IS LOCATED 3-3/4 MILES WEST OF PASCAGOULA ON THE WEST BH2236'BANK OF THE WEST PASCAGOULA RIVER ON THE FIRST HIGH POINT NORTH OF BH2236'THE WEST END OF U.S. HIGHWAY 90 BRIDGE OVER THE RIVER ON PROPERTY OF BH2236'MR. J.W. FULLER WHO LIVES IN HOUSE TO THE SOUTHWEST OF THE BH2236'STATION. IT IS 133 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BH2236'FULLER HOUSE, 66 FEET NORTHEAST OF 36 INCH OAK TREE, 73 FEET SOUTH OF BH2236'SOUTH EDGE OF WATERWAY LEADING WEST TO SMALL HARBOR, 46 FEET WEST OF BH2236'NHWL OF THE RIVER AND 1 FOOT WEST OF A BH2236'WITNESS POST. IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED BH2236'GAUTIER 1935, FLUSH WITH THE GROUND. BH2236' BH2236'REFERENCE MARK NO. 2 IS 37.97 FEET NORTH-NORTHWEST OF THE STATION. BH2236'IT IS 79.5 FEET NORTH OF THE 36 INCH OAK, 42 FEET SOUTH OF THE BH2236'SOUTH EDGE OF THE WATERWAY, 48 FEET WEST OF THE MHWL OF THE RIVER AND BH2236'1 FOOT WEST OF A WITNESS POST. IT IS A C AND GS REFERENCE MARK BH2236'DISK, STAMPED GAUTIER NO 2 1935, 2 FEET BELOW THE SURFACE. BH2236' BH2236'REFERENCE MARK NO. 3 IS 58.56 FEET SOUTHWEST OF THE STATION. IT IS BH2236'AT THE NORTHEAST CORNER OF THE FRONT YARD OF THE FULLER HOUSE, 75 BH2236'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 8.3 FEET WEST OF BH2236'WEST EDGE OF 24 INCH OAK TREE, 9.2 FEET EAST OF EDGE OF THE 36 BH2236'INCH OAK TREE. 15.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF BH2236'CONCRETE SLAB BASE OF OUTDOOR BRICK FIREPLACE, ABOUT 5-1/2 FEET BH2236'HIGHER THAN THE STATION AND 2 FEET LOWER THAN THE GENERAL LEVEL OF BH2236'THE YARD. IT IS A C AND GS REFERENCE MARK DISK, STAMPED GAUTIER BH2236'NO 3 1935, FLUSH WITH THE GROUND. BH2236' BH2236'REFERENCE MARK NO. 4 IS 107.95 FEET WEST-SOUTHWEST OF THE STATION. BH2236'IT IS SET AT THE NORTHEAST CORNER OF A DOG PEN, 61 FEET BH2236'WEST-NORTHWEST OF THE 36 INCH OAK, 60 FEET NORTH-NORTHEAST OF BH2236'NORTHWEST CORNER OF HOUSE, 14 FEET EAST OF THE PROJECTED PLANE OF BH2236'WEST WALL OF THE HOUSE, 84 FEET SOUTH OF SOUTH EDGE OF THE WATERWAY, BH2236'2 FEET SOUTH OF NORTHEAST CORNER OF THE DOG PEN, 1 FOOT EAST BH2236'OF THE PEN FENCE AND 2 FEET SOUTH OF METAL WITNESS POST. IT IS A C BH2236'AND GS REFERENCE MARK DISK STAMPED GAUTIER 1935 NO 4 1969, FLUSH BH2236'WITH THE GROUND AND SET ABOUT 5 FEET HIGHER THAN THE LEVEL OF THE BH2236'STATION MARK. BH2236' BH2236'TRIANGULATION STATION WEST 1958 IS ABOUT 0.4 MILE EAST OF THE BH2236'STATION. IT IS AT THE EAST END AND ON THE NORTH SIDE OF THE BH2236'U.S. HIGHWAY 90 BRIDGE OVER THE WEST PASCAGOULA RIVER AND ON THE BH2236'NORTH RIGHT-OF-WAY OF THE HIGHWAY. IT IS 98.3 FEET EAST-NORTHEAST BH2236'OF THE CONCRETE ABUTMENT AT THE NORTHEAST CORNER OF THE BRIDGE, 134.7 BH2236'FEET NORTHEAST OF THE CONCRETE ABUTMENT AT THE SOUTHEAST BH2236'CORNER OF THE BRIDGE AND 44.7 FEET NORTH OF THE CENTER OF THE NORTH BH2236'LANE OF THE HIGHWAY. IT IS A C AND GS TRIANGULATION STATION BH2236'DISK, STAMPED WEST 1958, ABOUT FLUSH WITH THE GROUND. BH2236'FOR MORE INFORMATION SEE DESCRIPTION THEREOF. BH2236' BH2236'TO REACH THE STATION FROM THE CENTER OF THE DRAW BRIDGE OVER THE BH2236'PASCAGOULA RIVER AT THE WEST EDGE OF THE TOWN OF PASCAGOULA, BH2236'GO WEST ON U.S. HIGHWAY 90 FOR 3.0 MILES TO A CROSS ROAD WITH A SMALL BH2236'CEMETERY IN THE NORTHEAST ANGLE (THIS IS ABOUT 150 YARDS PAST THE BH2236'WEST END OF THE BRIDGE OVER THE RIVER). TURN RIGHT AND GO NORTH BH2236'ABOUT 100 YARDS TO THE SECOND PRIVATE DRIVE ON THE RIGHT AT THE BH2236'TOP OF A SMALL KNOLL. TURN RIGHT AND GO EAST ABOUT 0.1 MILE TO BH2236'YELLOW SHINGLE HOUSE OF MR. FULLER AND THE STATION TO THE BH2236'NORTHEAST. BH2236 BH2236 STATION RECOVERY (1971) BH2236 BH2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH) BH2236'STATION MARK AND R.M. NO. 3 WERE RECOVED IN GOOD CONDITION. R.M.2 BH2236'HAS BEEN COVERED BY ABOUT 2 FEET OF FILL AND WAS NOT RECOVERED BH2236'BUT BELIEVED TO BE INTACT. A NEW REFERENCE MARK WAS RECOVERED, R.M. BH2236'NO.4, 1969 WHICH WAS 108 FEET WEST OF THE STATION. BH2236' BH2236'STATION VISITED BY BOAT. RECOVERY NOTE BY R.F.L. IN 1958 IS ADEQUATE BH2236'FOR RECOVERY. BH2236 BH2236 STATION RECOVERY (2005) BH2236 BH2236'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL) BH2236'MARK IS LOCATED IN BACKYARD OF 3006 OAK STREET. CURRENT OWNERS OF BH2236'PROPERTY ARE MR AND MRA JACK ROBERTS. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 BH0338 *********************************************************************** BH0338 DESIGNATION - U 192 BH0338 PID - BH0338 BH0338 STATE/COUNTY- MS/JACKSON BH0338 USGS QUAD - PASCAGOULA NORTH (1982) BH0338 BH0338 *CURRENT SURVEY CONTROL BH0338 ___________________________________________________________________ BH0338* NAD 83(1986)- 30 23 08. (N) 088 37 13. (W) SCALED BH0338* NAVD 88 - 2.759 (meters) 9.05 (feet) ADJUSTED BH0338 ___________________________________________________________________ BH0338 GEOID HEIGHT- -28.30 (meters) GEOID03 BH0338 DYNAMIC HT - 2.755 (meters) 9.04 (feet) COMP BH0338 MODELED GRAV- 979,321.7 (mgal) NAVD 88 BH0338 BH0338 VERT ORDER - FIRST CLASS I BH0338 BH0338.The horizontal coordinates were scaled from a topographic map and have BH0338.an estimated accuracy of +/- 6 seconds. BH0338 BH0338.The orthometric height was determined by differential leveling BH0338.and adjusted by the National Geodetic Survey in June 1991. BH0338 BH0338.The geoid height was determined by GEOID03. BH0338 BH0338.The dynamic height is computed by dividing the NAVD 88 BH0338.geopotential number by the normal gravity value computed on the BH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BH0338.degrees latitude (g = 980.6199 gals.). BH0338 BH0338.The modeled gravity was interpolated from observed gravity values. BH0338 BH0338; North East Units Estimated Accuracy BH0338;SPC MS E - 98,180. 320,480. MT (+/- 180 meters Scaled) BH0338 BH0338 SUPERSEDED SURVEY CONTROL BH0338 BH0338 NGVD 29 (??/??/??) 2.717 (m) 8.91 (f) ADJUSTED 1 1 BH0338 BH0338.Superseded values are not recommended for survey control. BH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0338.See file dsdata.txt to determine how the superseded data were derived. BH0338 BH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU443626(NAD 83) BH0338_MARKER: DB = BENCH MARK DISK BH0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT BH0338_STAMPING: U 192 1955 BH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH0338+STABILITY: SURFACE MOTION BH0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH0338+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005 BH0338 BH0338 HISTORY - Date Condition Report By BH0338 HISTORY - 1955 MONUMENTED CGS BH0338 HISTORY - 1968 GOOD CGS BH0338 HISTORY - 20040212 GOOD NGS BH0338 HISTORY - 20050604 GOOD USPSQD BH0338 BH0338 STATION DESCRIPTION BH0338 BH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 BH0338'4.6 MI W FROM PASCAGOULA. BH0338'ABOUT 4.6 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF BH0338'PASCAGOULA STREET IN PASCAGOULA, ABOUT 0.6 MILE WEST OF THE WEST END BH0338'OF THE HIGHWAY BRIDGE OVER WEST PASCAGOULA RIVER, 148.5 FEET NORTHWEST BH0338'OF THE NORTHWEST CORNER OF A CHURCH WITH ASBESTOS SIDING, 133.5 FEET BH0338'SOUTHEAST OF THE SOUTH END OF A 36-INCH PIPE CULVERT UNDER THE BH0338'HIGHWAY, 82.0 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF BH0338'THE HIGHWAY, 2.7 FEET SOUTHWEST OF A POWER LINE POLE, 1.5 FEET NORTH BH0338'OF A FENCE CORNER, ABOUT 2.0 FEET BELOW THE LEVEL OF THE HIGHWAY, 0.7 BH0338'FOOT EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE BH0338'POST PROJECTING 3-INCHES ABOVE THE GROUND. BH0338 BH0338 STATION RECOVERY (2004) BH0338 BH0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 BH0338'MARK IS NW OF THE FRONT OF A 1 STORY BUILDING HOUSING A DENTIST'S BH0338'OFFICE. UPDATED COORDINATES ARE N 30 23 07.8 W 88 37 15.7. BH0338 BH0338 STATION RECOVERY (2005) BH0338 BH0338'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL) BH0338'RECOVERED IN GOOD CONDITION.