1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2369 *********************************************************************** BH2369 DESIGNATION - BILOXI RR BRIDGE CENTER LIGHT BH2369 PID - BH2369 BH2369 STATE/COUNTY- MS/JACKSON BH2369 USGS QUAD - OCEAN SPRINGS (1992) BH2369 BH2369 *CURRENT SURVEY CONTROL BH2369 ___________________________________________________________________ BH2369* NAD 83(1993)- 30 24 30.46367(N) 088 51 01.93611(W) ADJUSTED BH2369* NAVD 88 - BH2369 ___________________________________________________________________ BH2369 LAPLACE CORR- -0.21 (seconds) DEFLEC99 BH2369 GEOID HEIGHT- -28.18 (meters) GEOID99 BH2369 BH2369 HORZ ORDER - THIRD BH2369 BH2369.The horizontal coordinates were established by classical geodetic methods BH2369.and adjusted by the National Geodetic Survey in May 1994. BH2369 BH2369 BH2369.The Laplace correction was computed from DEFLEC99 derived deflections. BH2369 BH2369.The geoid height was determined by GEOID99. BH2369 BH2369; North East Units Scale Converg. BH2369;SPC MS E - 100,699.647 298,346.927 MT 0.99995003 -0 00 31.3 BH2369;UTM 16 - 3,365,501.000 322,240.176 MT 0.99998983 -0 56 12.9 BH2369 BH2369 SUPERSEDED SURVEY CONTROL BH2369 BH2369 NAD 83(1993)- 30 24 30.47770(N) 088 51 01.92594(W) AD( ) 4 BH2369 NAD 83(1986)- 30 24 30.48416(N) 088 51 01.92284(W) AD( ) 4 BH2369 NAD 27 - 30 24 29.77000(N) 088 51 01.80300(W) AD( ) 3 BH2369 BH2369.Superseded values are not recommended for survey control. BH2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2369.See file dsdata.txt to determine how the superseded data were derived. BH2369 BH2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2224065501(NAD 83) BH2369_MARKER: 14 = NAVIGATION LIGHT BH2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH2369+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003 BH2369 BH2369 HISTORY - Date Condition Report By BH2369 HISTORY - 1910 FIRST OBSERVED CGS BH2369 HISTORY - 1917 GOOD CGS BH2369 HISTORY - 1935 GOOD CGS BH2369 HISTORY - 1946 GOOD CGS BH2369 HISTORY - 1950 GOOD CGS BH2369 HISTORY - 1968 GOOD MSHD BH2369 HISTORY - 20031129 GOOD USPSQD BH2369 BH2369 STATION DESCRIPTION BH2369 BH2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS) BH2369'STILL IN EXISTENCE. BH2369 BH2369 STATION RECOVERY (1935) BH2369 BH2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA) BH2369'RECOVERED. THE STATION IS THE LIGHT ON TOP OF BH2369'THE CENTER OF THE BH2369'SWING SPAN OF THE LOUISVILLE AND NASHVILLE RAILROAD BH2369'ACROSS BILOXI BAY ON THE E SIDE OF BH2369'BILOXI. BH2369 BH2369 STATION RECOVERY (1946) BH2369 BH2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG) BH2369'STATION RECOVERED IN GOOD CONDITION. ORIGINAL DESCRIPTION ADEQUATE. BH2369 BH2369 STATION RECOVERY (1950) BH2369 BH2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM) BH2369'STATION WAS RECOVERED IN GOOD CONDITION. THE 1935 RECOVERY NOTE BY BH2369'G.L.A. IS COMPLETE AND BH2369'ADEQUATE, WITH THE FOLLOWING ADDITION- THE LIGHT BH2369'IS NOT OVER THE VERTICAL AXIS OF BH2369'THE DRAWSPAN AND MOVES IN AN BH2369'ARC WITH THE OPENING AND CLOSING OF THE BRIDGE. BH2369 BH2369 STATION RECOVERY (1968) BH2369 BH2369'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT) BH2369'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD BH2369'CONDITION. BH2369' BH2369'THE STATION IS LOCATED 1.3 MILES SOUTHWEST OF OCEAN SPRINGS. IT IS BH2369'THE CENTER LIGHT ATOP THE BH2369'SWING BRIDGE FOR THE LOUISVILLE AND NASHVILLE RAILROAD TRACK ABOUT BH2369'MIDWAY ACROSS BILOXI BAY. BH2369 BH2369 STATION RECOVERY (2003) BH2369 BH2369'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH2369'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH0374 *********************************************************************** BH0374 DESIGNATION - J 192 BH0374 PID - BH0374 BH0374 STATE/COUNTY- MS/JACKSON BH0374 USGS QUAD - OCEAN SPRINGS (1992) BH0374 BH0374 *CURRENT SURVEY CONTROL BH0374 ___________________________________________________________________ BH0374* NAD 83(1986)- 30 26 37. (N) 088 50 32. (W) SCALED BH0374* NAVD 88 - 2.41 (+/-2cm) 7.9 (feet) VERTCON BH0374 ___________________________________________________________________ BH0374 GEOID HEIGHT- -28.27 (meters) GEOID99 BH0374 BH0374 VERT ORDER - FIRST CLASS II (See Below) BH0374 BH0374.The horizontal coordinates were scaled from a topographic map and have BH0374.an estimated accuracy of +/- 6 seconds. BH0374 BH0374.The NAVD 88 height was computed by applying the VERTCON shift value to BH0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BH0374.The vertical order pertains to the NGVD 29 superseded value. BH0374 BH0374.The geoid height was determined by GEOID99. BH0374 BH0374; North East Units Estimated Accuracy BH0374;SPC MS E - 104,600. 299,150. MT (+/- 180 meters Scaled) BH0374 BH0374 SUPERSEDED SURVEY CONTROL BH0374 BH0374 NGVD 29 (??/??/??) 2.377 (m) 7.80 (f) ADJUSTED 1 2 BH0374 BH0374.Superseded values are not recommended for survey control. BH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0374.See file dsdata.txt to determine how the superseded data were derived. BH0374 BH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU231693(NAD 83) BH0374_MARKER: DB = BENCH MARK DISK BH0374_SETTING: 36 = BRIDGE ABUTMENT BH0374_STAMPING: J 192 1955 BH0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BH0374 BH0374 HISTORY - Date Condition Report By BH0374 HISTORY - 1955 MONUMENTED CGS BH0374 HISTORY - 1968 GOOD CGS BH0374 HISTORY - 1971 GOOD NGS BH0374 HISTORY - 20031129 MARK NOT FOUND USPSQD BH0374 BH0374 STATION DESCRIPTION BH0374 BH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 BH0374'2.4 MI NW FROM OCEAN SPRINGS. BH0374'ABOUT 2.4 MILES NORTHWEST ALONG OLD U. S. HIGHWAY 90 FROM THE BH0374'LOUISVILLE AND NASHVILLE RAILROAD STATION AT OCEAN SPRINGS, SET ON THE BH0374'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT FOR A 54-FOOT BH0374'BRIDGE OVER BAYOU POITO, 216 FEET WEST OF THE CENTER LINE OF SHORE BH0374'DRIVE, 12.5 FEET SOUTH OF THE CENTER LINE OF OLD U. S. HIGHWAY 90 AND BH0374'ABOUT LEVEL WITH THE HIGHWAY. SEC 13, T 7S, R 9 W. BH0374 BH0374 STATION RECOVERY (1971) BH0374 BH0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 BH0374'RECOVERED IN GOOD CONDITION. BH0374 BH0374 STATION RECOVERY (2003) BH0374 BH0374'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH0374'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 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 49. (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 NGVD 29 superseded value. BH3084 BH3084.The geoid height was determined by GEOID99. BH3084 BH3084; North East Units Estimated Accuracy BH3084;SPC MS E - 103,120. 300,350. MT (+/- 180 meters Scaled) BH3084 BH3084 SUPERSEDED SURVEY CONTROL BH3084 BH3084 NGVD 29 (09/27/02) 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU242678(NAD 83) 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 SUITABLE FOR BH3084+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003 BH3084 BH3084 HISTORY - Date Condition Report By BH3084 HISTORY - 1989 MONUMENTED MSHD BH3084 HISTORY - 20031129 GOOD USPSQD 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. BH3084 BH3084 STATION RECOVERY (2003) BH3084 BH3084'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH3084'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2230 *********************************************************************** BH2230 DESIGNATION - MOSS POINT EAST MUN TANK BH2230 PID - BH2230 BH2230 STATE/COUNTY- MS/JACKSON BH2230 USGS QUAD - PASCAGOULA NORTH (1982) BH2230 BH2230 *CURRENT SURVEY CONTROL BH2230 ___________________________________________________________________ BH2230* NAD 83(1993)- 30 24 33.24349(N) 088 31 17.98718(W) ADJUSTED BH2230* NAVD 88 - BH2230 ___________________________________________________________________ BH2230 LAPLACE CORR- 0.32 (seconds) DEFLEC99 BH2230 GEOID HEIGHT- -28.17 (meters) GEOID99 BH2230 BH2230 HORZ ORDER - THIRD BH2230 BH2230.The horizontal coordinates were established by classical geodetic methods BH2230.and adjusted by the National Geodetic Survey in May 1994. BH2230 BH2230 BH2230.The Laplace correction was computed from DEFLEC99 derived deflections. BH2230 BH2230.The geoid height was determined by GEOID99. BH2230 BH2230; North East Units Scale Converg. BH2230;SPC MS E - 100,826.347 329,946.326 MT 0.99996106 +0 09 27.9 BH2230;UTM 16 - 3,365,115.822 353,836.569 MT 0.99986356 -0 46 13.3 BH2230 BH2230 SUPERSEDED SURVEY CONTROL BH2230 BH2230 NAD 83(1993)- 30 24 33.25193(N) 088 31 17.98250(W) AD( ) 4 BH2230 NAD 83(1986)- 30 24 33.26869(N) 088 31 17.97909(W) AD( ) 4 BH2230 NAD 27 - 30 24 32.54600(N) 088 31 17.92000(W) AD( ) 3 BH2230 BH2230.Superseded values are not recommended for survey control. BH2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2230.See file dsdata.txt to determine how the superseded data were derived. BH2230 BH2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5383765116(NAD 83) BH2230_MARKER: 53 = ELEVATED TANK BH2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH2230+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003 BH2230 BH2230 HISTORY - Date Condition Report By BH2230 HISTORY - 1958 FIRST OBSERVED CGS BH2230 HISTORY - 1959 GOOD CGS BH2230 HISTORY - 1967 GOOD CGS BH2230 HISTORY - 1968 GOOD MSHD BH2230 HISTORY - 20031129 GOOD USPSQD BH2230 BH2230 STATION DESCRIPTION BH2230 BH2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR) BH2230'THE STATION IS THE APEX OF THE TANK. IT IS AN ELEVATED TANK, BH2230'SUPPORTED BY FOUR CYLINDRICAL SHAPED LEGS, SILVER IN COLOR AND BH2230'ABOUT 125 FEET IN HEIGHT. IT IS ABOUT 1 MILE EAST OF THE CENTER OF BH2230'MOSS POINT AND ON THE NORTH SIDE OF STATE HIGHWAY 63. BH2230 BH2230 STATION RECOVERY (1959) BH2230 BH2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL) BH2230'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE FOR BH2230'RECOVERY. BH2230 BH2230 STATION RECOVERY (1967) BH2230 BH2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DCW) BH2230'STATION RECOVERED IN GOOD CONDITION. BH2230 BH2230 STATION RECOVERY (1968) BH2230 BH2230'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT) BH2230'THE STATION WAS VISITED 8-12-68 AND THE STATION WAS FOUND IN GOOD BH2230'CONDITION. THE STATION IS LOCATED 1.0 MILE SOUTHEAST OF BH2230'MOSS POINT ON PROPERTY OWNED BY THE CITY OF MOSS POINT. IT IS AN AN BH2230'ELEVATED TANK SUPPORTED BY FOUR CYLINDRICAL SHAPED LEGS SILVER BH2230'IN COLOR AND IS ABOUT 125 FEET HIGH. THE APEX WAS THE POINT BH2230'OBSERVED. BH2230' BH2230'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO SOUTH BH2230'ON MAIN STREET (MISS. HIGHWAY 63) FOR 0.1 MILE TO A SIDE STREET BH2230'LEFT. TURN LEFT (EAST) AND CONTINUE ON MCINNIS STREET (OLD U.S. BH2230'HIGHWAY 90) FOR 1.1 MILES TO A ROAD FORKS. TAKE THE BH2230'LEFT FORK AND CONTINUE ON ELDER FERRY ROAD FOR 0.1 MILE TO THE TANK BH2230'ON THE RIGHT AS DESCRIBED. BH2230 BH2230 STATION RECOVERY (2003) BH2230 BH2230'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH2230'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2370 *********************************************************************** BH2370 DESIGNATION - OCEAN SPRINGS MUN TANK BH2370 PID - BH2370 BH2370 STATE/COUNTY- MS/JACKSON BH2370 USGS QUAD - OCEAN SPRINGS (1992) BH2370 BH2370 *CURRENT SURVEY CONTROL BH2370 ___________________________________________________________________ BH2370* NAD 83(1993)- 30 24 38.80191(N) 088 49 37.11391(W) ADJUSTED BH2370* NAVD 88 - BH2370 ___________________________________________________________________ BH2370 LAPLACE CORR- -0.19 (seconds) DEFLEC99 BH2370 GEOID HEIGHT- -28.19 (meters) GEOID99 BH2370 BH2370 HORZ ORDER - THIRD BH2370 BH2370.The horizontal coordinates were established by classical geodetic methods BH2370.and adjusted by the National Geodetic Survey in May 1994. BH2370 BH2370 BH2370.The Laplace correction was computed from DEFLEC99 derived deflections. BH2370 BH2370.The geoid height was determined by GEOID99. BH2370 BH2370; North East Units Scale Converg. BH2370;SPC MS E - 100,956.296 300,610.815 MT 0.99995000 +0 00 11.6 BH2370;UTM 16 - 3,365,720.947 324,508.003 MT 0.99997995 -0 55 30.2 BH2370 BH2370 SUPERSEDED SURVEY CONTROL BH2370 BH2370 NAD 83(1993)- 30 24 38.81745(N) 088 49 37.11075(W) AD( ) 4 BH2370 NAD 83(1986)- 30 24 38.82261(N) 088 49 37.10375(W) AD( ) 4 BH2370 NAD 27 - 30 24 38.10100(N) 088 49 37.00600(W) AD( ) 3 BH2370 BH2370.Superseded values are not recommended for survey control. BH2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2370.See file dsdata.txt to determine how the superseded data were derived. BH2370 BH2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2450865721(NAD 83) BH2370_MARKER: 53 = ELEVATED TANK BH2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH2370+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003 BH2370 BH2370 HISTORY - Date Condition Report By BH2370 HISTORY - 1943 FIRST OBSERVED CGS BH2370 HISTORY - 1950 GOOD CGS BH2370 HISTORY - 1958 GOOD CGS BH2370 HISTORY - 1968 GOOD MSHD BH2370 HISTORY - 1969 GOOD CGS BH2370 HISTORY - 20031129 GOOD USPSQD BH2370 BH2370 STATION DESCRIPTION BH2370 BH2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ) BH2370'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF BH2370'OCEAN SPRINGS. THE TANK IS A MUNICIPAL WATER SUPPLY. IT IS BH2370'APPROXIMATELY 100 FEET HIGH AND IS PAINTED BLACK. BH2370' BH2370'TO REACH THE STATION FROM THE E END OF THE BRIDGE OVER BILOXI BACK BH2370'BAY GO E ON U.S. HIGHWAY 90 FOR 0.9 MILE TO A TRAFFIC LIGHT, BH2370'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON THE RIGHT. BH2370 BH2370 STATION RECOVERY (1950) BH2370 BH2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM) BH2370'STATION RECOVERED IN GOOD CONDITION. PUBLISHED DESCRIPTION BY BH2370'K.B.J., 1943 IS ADEQUATE WITH THE FOLLOWING CORRECTION- BH2370' BH2370'THE STATION IS IN JACKSON COUNTY, NOT HARRISON COUNTY. BH2370 BH2370 STATION RECOVERY (1958) BH2370 BH2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) BH2370'RECOVERED AND FOUND IN GOOD CONDITION. THE TANK IS NOW SILVER IN BH2370'COLOR INSTEAD OF BLACK. BH2370 BH2370 STATION RECOVERY (1968) BH2370 BH2370'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT) BH2370'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD BH2370'CONDITION. BH2370' BH2370'THE STATION IS LOCATED NEAR THE CENTER OF OCEAN SPRINGS ON PROPERTY BH2370'OWNED BY THE CITY. IT IS A CONICAL TOP AND HEMISPHERICAL BH2370'BOTTOM TYPE TANK ATOP A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR BH2370'AND IS 100 FEET HIGH. TO REACH THE STATION FROM THE OCEAN SPRINGS BH2370'BANK IN OCEAN SPRINGS GO SOUTH ON WASHINGTON AVENUE FOR 0.1 BH2370'MILE TO THE INTERSECTION OF PORTER STREET. BH2370'TURN LEFT (EAST) AND CONTINUE ON PORTER STREET FOR 0.05 MILE TO THE BH2370'ENTRANCE TO THE CITY WATER WORKS AND THE TANK ON THE RIGHT. BH2370 BH2370 STATION RECOVERY (1969) BH2370 BH2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV) BH2370'RECOVERED. TANK IS STILL STANDING AND IN GOOD CONDITION. BH2370'DESCRIPTION BY O.S.R., 1958 IS ADEQUATE. BH2370 BH2370 STATION RECOVERY (2003) BH2370 BH2370'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH2370'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2374 *********************************************************************** BH2374 DESIGNATION - OCEAN SPRINGS RAD STA WVMI MST BH2374 PID - BH2374 BH2374 STATE/COUNTY- MS/JACKSON BH2374 USGS QUAD - OCEAN SPRINGS (1992) BH2374 BH2374 *CURRENT SURVEY CONTROL BH2374 ___________________________________________________________________ BH2374* NAD 83(1993)- 30 24 19.69318(N) 088 47 25.96477(W) ADJUSTED BH2374* NAVD 88 - BH2374 ___________________________________________________________________ BH2374 LAPLACE CORR- -0.18 (seconds) DEFLEC99 BH2374 GEOID HEIGHT- -28.18 (meters) GEOID99 BH2374 BH2374 HORZ ORDER - THIRD BH2374 BH2374.The horizontal coordinates were established by classical geodetic methods BH2374.and adjusted by the National Geodetic Survey in May 1994. BH2374 BH2374 BH2374.The Laplace correction was computed from DEFLEC99 derived deflections. BH2374 BH2374.The geoid height was determined by GEOID99. BH2374 BH2374; North East Units Scale Converg. BH2374;SPC MS E - 100,368.646 304,111.321 MT 0.99995021 +0 01 18.0 BH2374;UTM 16 - 3,365,076.655 327,998.609 MT 0.99996498 -0 54 23.2 BH2374 BH2374 SUPERSEDED SURVEY CONTROL BH2374 BH2374 NAD 83(1993)- 30 24 19.70645(N) 088 47 25.96352(W) AD( ) 4 BH2374 NAD 83(1986)- 30 24 19.71512(N) 088 47 25.95485(W) AD( ) 4 BH2374 NAD 27 - 30 24 18.99500(N) 088 47 25.86000(W) AD( ) 3 BH2374 BH2374.Superseded values are not recommended for survey control. BH2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2374.See file dsdata.txt to determine how the superseded data were derived. BH2374 BH2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2799965077(NAD 83) BH2374_MARKER: 42 = RADIO/TV MAST BH2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH2374+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003 BH2374 BH2374 HISTORY - Date Condition Report By BH2374 HISTORY - 1958 FIRST OBSERVED CGS BH2374 HISTORY - 1967 GOOD MSHD BH2374 HISTORY - 1968 GOOD MSHD BH2374 HISTORY - 1969 SEE DESCRIPTION CGS BH2374 HISTORY - 20031126 GOOD INDIV BH2374 BH2374 STATION DESCRIPTION BH2374 BH2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR) BH2374'THE STATION IS THE TOP-CENTER OF THE MAST. THE MAST IS ABOUT 2 MILES BH2374'EAST-SOUTH-EAST OF OCEAN SPRINGS AND 0.4 MILE SOUTH OF OLD U.S. BH2374'HIGHWAY 90. IT IS A STRUCTURAL STEEL MAST, RED AND WHITE IN COLOR BH2374'AND 330 FEET IN HEIGHT. BH2374 BH2374 STATION RECOVERY (1967) BH2374 BH2374'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (WRC) BH2374'STATION WAS RECOVERED IN GOOD CONDITION. RADIO STATION ENGINEER BH2374'STATED THAT THE TOWER HAD NOT BEEN MOVED SINCE 1952. BH2374'DESCRIPTION IS ADEQUATE. BH2374 BH2374 STATION RECOVERY (1968) BH2374 BH2374'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT) BH2374'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD BH2374'CONDITION. BH2374' BH2374'THE STATION IS LOCATED 2.3 MILES EAST SOUTHEAST OF OCEAN SPRINGS AND BH2374'4.0 MILES WEST OF FOUNTAINEBLEAU IN THE CENTER OF SECTION 28, T BH2374'7S, R 8W. IT IS A CROSS SECTION STEEL STRUCTURE PAINTED IN ALTERNATE BH2374'SECTIONS OF RED AND WHITE AND IS 330 FEET HIGH. THE BH2374'CENTER OF THE TOP OF THE MAST WAS THE POINT OBSERVED. BH2374' BH2374'TO REACH THE STATION FROM THE OCEAN SPRINGS STATE BANK IN OCEAN BH2374'SPRINGS GO EAST ON GOVERNMENT STREET (OLD U.S. HIGHWAY 90) BH2374'FOR 2.25 MILES TO A SIDE STREET RIGHT. TURN RIGHT (SOUTH) AND BH2374'CONTINUE ON PINE HILLS ROAD FOR 0.3 MILE TO THE END OF THE ROAD BH2374'AND THE TOWER AS DESCRIBED. BH2374 BH2374 STATION RECOVERY (1969) BH2374 BH2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV) BH2374'RECOVERED. THE RADIO TOWER WAS BLOWN DOWN DURING HURRICANE CAMILLE BH2374'AND REPLACED IN THE SAME LOCATION. BH2374 BH2374 STATION RECOVERY (2003) BH2374 BH2374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 BH2374'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 90 AND HIGHWAY BH2374'609(N.WASHINGTON AVE.) GO WEST ON HIGHWAY 90(BIENVILLE BLVD.) 1.3 BH2374'MILES TO BECHTEL BLVD(OCEAN SPRINGS ANIMAL HOSPITAL IS AT THIS BH2374'INTERSECTION). BH2374'TURN SOUTH ON BECHTEL BLVD AND GO ACROSS THE RAILROAD TRACKS TO THE BH2374'FIRST FOUR-WAY STOP WHICH IS THE INTERSECTION OF BECHTEL BLVD AND BH2374'GOVERNMENT ST. HEAD WEST ON GOVERNMENT ST ABOUT 1 MILE TO PINE HILLS BH2374'RD. TURN SOUTH ON PINE HILLS RD AND GO TO THE GATE AT ITS END. THE BH2374'MAST IS JUST BEYOND THE GATE. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2266 *********************************************************************** BH2266 DESIGNATION - PASCAGOULA CO POLICE RAD MAST BH2266 PID - BH2266 BH2266 STATE/COUNTY- MS/JACKSON BH2266 USGS QUAD - PASCAGOULA SOUTH (1982) BH2266 BH2266 *CURRENT SURVEY CONTROL BH2266 ___________________________________________________________________ BH2266* NAD 83(1993)- 30 21 56.08527(N) 088 33 31.15759(W) ADJUSTED BH2266* NAVD 88 - BH2266 ___________________________________________________________________ BH2266 LAPLACE CORR- 0.24 (seconds) DEFLEC99 BH2266 GEOID HEIGHT- -28.06 (meters) GEOID99 BH2266 BH2266 HORZ ORDER - THIRD BH2266 BH2266.The horizontal coordinates were established by classical geodetic methods BH2266.and adjusted by the National Geodetic Survey in May 1994. BH2266 BH2266 BH2266.The Laplace correction was computed from DEFLEC99 derived deflections. BH2266 BH2266.The geoid height was determined by GEOID99. BH2266 BH2266; North East Units Scale Converg. BH2266;SPC MS E - 95,977.800 326,403.752 MT 0.99995860 +0 08 19.9 BH2266;UTM 16 - 3,360,325.686 350,216.298 MT 0.99987678 -0 47 17.1 BH2266 BH2266 SUPERSEDED SURVEY CONTROL BH2266 BH2266 NAD 83(1993)- 30 21 56.09386(N) 088 33 31.15362(W) AD( ) 4 BH2266 NAD 83(1986)- 30 21 56.10999(N) 088 33 31.14912(W) AD( ) 4 BH2266 NAD 27 - 30 21 55.38300(N) 088 33 31.08900(W) AD( ) 3 BH2266 BH2266.Superseded values are not recommended for survey control. BH2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2266.See file dsdata.txt to determine how the superseded data were derived. BH2266 BH2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5021660326(NAD 83) BH2266_MARKER: 42 = RADIO/TV MAST BH2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH2266+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003 BH2266 BH2266 HISTORY - Date Condition Report By BH2266 HISTORY - 1958 FIRST OBSERVED CGS BH2266 HISTORY - 1959 GOOD CGS BH2266 HISTORY - 1967 GOOD CGS BH2266 HISTORY - 1968 GOOD MSHD BH2266 HISTORY - 1971 GOOD NGS BH2266 HISTORY - 20031129 GOOD USPSQD BH2266 BH2266 STATION DESCRIPTION BH2266 BH2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR) BH2266'THE STATION IS THE TOP-CENTER OF THE MAST. IT IS A STRUCTURAL STEEL BH2266'MAST, RED AND WHITE IN COLOR AND 223 FEET IN HEIGHT. IT IS BH2266'ABOUT 50 FEET EAST OF THE MAIN ENTRANCE BH2266 BH2266 STATION RECOVERY (1959) BH2266 BH2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL) BH2266'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE FOR BH2266'RECOVEREY. BH2266 BH2266 STATION RECOVERY (1967) BH2266 BH2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DCW) BH2266'STATION RECOVERED IN GOOD CONDITION. A COVERED WALKWAY, WHICH GOES BH2266'FROM THE COURTHOUSE TO A NEW OFFICE BUILDING, HAS BEEN BUILT BH2266'AROUND THE MAST. ACCORDING TO THE COUNTY ENGINEER, THE MAST WAS NOT BH2266'DISTURBED. BH2266 BH2266 STATION RECOVERY (1968) BH2266 BH2266'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT) BH2266'THE STATION WAS VISITED 8-12-68 AND THE STATION WAS FOUND IN GOOD BH2266'CONDITION. BH2266' BH2266'THE STATION IS LOCATED ON PROPERTY OWNED BY JACKSON COUNTY. IT IS A BH2266'CROSS SECTION STEEL STRUCTURE PAINTED IN ALTERNATE BH2266'SECTIONS OF RED AND WHITE WITH A RED LIGHT ON THE FINAL AND IS 223 BH2266'FEET HIGH. THE CENTER OF THE TOP OF THE MAST WAS THE POINT BH2266'OBSERVED. BH2266' BH2266'THE STATION IS LOCATED IN THE CENTER OF AN ELEVATED WALKWAY BH2266'CONNECTING THE COURT BUILDING TO THE COURTHOUSE ON THE EAST BH2266'SIDE. THE COURTHOUSE IS LOCATED ON THE CORNER OF WATTS AVENUE AND BH2266'MAGNOLIA STREET IN PASCAGOULA. BH2266 BH2266 STATION RECOVERY (1971) BH2266 BH2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH) BH2266'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION BY DCW IN 1967 IS BH2266'ADEQUATE FOR RECOVERY. BH2266 BH2266 STATION RECOVERY (2003) BH2266 BH2266'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH2266'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2251 *********************************************************************** BH2251 DESIGNATION - PASCAGOULA PORT AUTH ELEVATOR BH2251 PID - BH2251 BH2251 STATE/COUNTY- MS/JACKSON BH2251 USGS QUAD - PASCAGOULA SOUTH (1982) BH2251 BH2251 *CURRENT SURVEY CONTROL BH2251 ___________________________________________________________________ BH2251* NAD 83(1993)- 30 21 26.47792(N) 088 33 59.83785(W) ADJUSTED BH2251* NAVD 88 - BH2251 ___________________________________________________________________ BH2251 LAPLACE CORR- 0.22 (seconds) DEFLEC99 BH2251 GEOID HEIGHT- -28.04 (meters) GEOID99 BH2251 BH2251 HORZ ORDER - THIRD BH2251 BH2251.The horizontal coordinates were established by classical geodetic methods BH2251.and adjusted by the National Geodetic Survey in May 1994. BH2251 BH2251 BH2251.The Laplace correction was computed from DEFLEC99 derived deflections. BH2251 BH2251.The geoid height was determined by GEOID99. BH2251 BH2251; North East Units Scale Converg. BH2251;SPC MS E - 95,064.281 325,640.083 MT 0.99995811 +0 08 05.3 BH2251;UTM 16 - 3,359,424.712 349,438.015 MT 0.99987966 -0 47 30.9 BH2251 BH2251 SUPERSEDED SURVEY CONTROL BH2251 BH2251 NAD 83(1993)- 30 21 26.48642(N) 088 33 59.83313(W) AD( ) 4 BH2251 NAD 83(1986)- 30 21 26.50275(N) 088 33 59.82921(W) AD( ) 4 BH2251 NAD 27 - 30 21 25.78168(N) 088 33 59.76985(W) AD( ) 3 BH2251 BH2251.Superseded values are not recommended for survey control. BH2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2251.See file dsdata.txt to determine how the superseded data were derived. BH2251 BH2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4943859425(NAD 83) BH2251_MARKER: 65 = GRAIN ELEVATOR BH2251 BH2251 HISTORY - Date Condition Report By BH2251 HISTORY - 1961 FIRST OBSERVED CGS BH2251 HISTORY - 1965 GOOD CGS BH2251 HISTORY - 1970 GOOD NGS BH2251 HISTORY - 1971 GOOD NGS BH2251 HISTORY - 20031129 MARK NOT FOUND USPSQD BH2251 BH2251 STATION DESCRIPTION BH2251 BH2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WVH) BH2251'LARGE GRAIN ELEVATOR LOCATED ON THE WEST SIDE OF PASCAGOULA RIVER BH2251'ABOUT ONE MILE SOUTH OF HIGHWAY BRIDGE OVER RIVER. POINT OBSERVED BH2251'ON WAS THE CENTER ONE OF THREE RED LIGHTS ATOP THE GRAIN ELEVATOR. BH2251'LIGHT IS MOUNTED ON TWO INCH GALVENIZED PIPE WITH BASE BH2251'EMBEDDED IN CONCRETE ROOF OF ELEVATOR. ELEVATOR IS 233 FEET HIGH AND BH2251'LIGHT PROJECTS 6.6 FEET ABOVE ROOF. BH2251 BH2251 STATION RECOVERY (1965) BH2251 BH2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WPS) BH2251'STATION WAS RECOVERED IN GOOD CONDITION. BH2251 BH2251 STATION RECOVERY (1970) BH2251 BH2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC) BH2251'THE PASCAGOULA LOUIS DREYFUS CORPORATION GRAIN ELEVATOR CENTER BH2251'LIGHT IS LOCATED ON THE WEST BANK OF THE PASCAGOULA RIVER ABOUT BH2251'1 MILE WEST OF PASCAGOULA. BH2251' BH2251'THE STATION IS THE CENTER ONE OF THREE LIGHTS LOCATED ON TOP BH2251'OF THE GRAIN ELEVATOR. THE OVERALL HEIGHT OF THE GRAIN BH2251'ELEVATOR AND THE LIGHT IS 260 FEET. BH2251 BH2251 STATION RECOVERY (1971) BH2251 BH2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH) BH2251'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS BH2251'ADEQUATE FOR RECOVERY. BH2251 BH2251 STATION RECOVERY (2003) BH2251 BH2251'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH2251'GRAIN ELEVATOR WAS DISMANTLED EARLY 2003 AS PER SECURITY GUARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH2250 *********************************************************************** BH2250 DESIGNATION - PASCAGOULA PORT FACILITIES TK BH2250 PID - BH2250 BH2250 STATE/COUNTY- MS/JACKSON BH2250 USGS QUAD - PASCAGOULA SOUTH (1982) BH2250 BH2250 *CURRENT SURVEY CONTROL BH2250 ___________________________________________________________________ BH2250* NAD 83(1993)- 30 21 44.16142(N) 088 34 05.10676(W) ADJUSTED BH2250* NAVD 88 - BH2250 ___________________________________________________________________ BH2250 LAPLACE CORR- 0.23 (seconds) DEFLEC99 BH2250 GEOID HEIGHT- -28.05 (meters) GEOID99 BH2250 BH2250 HORZ ORDER - THIRD BH2250 BH2250.The horizontal coordinates were established by classical geodetic methods BH2250.and adjusted by the National Geodetic Survey in May 1994. BH2250 BH2250 BH2250.The Laplace correction was computed from DEFLEC99 derived deflections. BH2250 BH2250.The geoid height was determined by GEOID99. BH2250 BH2250; North East Units Scale Converg. BH2250;SPC MS E - 95,608.473 325,498.108 MT 0.99995802 +0 08 02.7 BH2250;UTM 16 - 3,359,971.086 349,304.871 MT 0.99988016 -0 47 33.9 BH2250 BH2250 SUPERSEDED SURVEY CONTROL BH2250 BH2250 NAD 83(1993)- 30 21 44.16997(N) 088 34 05.10289(W) AD( ) 4 BH2250 NAD 83(1986)- 30 21 44.18591(N) 088 34 05.09822(W) AD( ) 4 BH2250 NAD 27 - 30 21 43.46200(N) 088 34 05.03500(W) AD( ) 3 BH2250 BH2250.Superseded values are not recommended for survey control. BH2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH2250.See file dsdata.txt to determine how the superseded data were derived. BH2250 BH2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4930559971(NAD 83) BH2250_MARKER: 53 = ELEVATED TANK BH2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH2250+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003 BH2250 BH2250 HISTORY - Date Condition Report By BH2250 HISTORY - 1958 FIRST OBSERVED CGS BH2250 HISTORY - 1959 GOOD CGS BH2250 HISTORY - 1968 GOOD MSHD BH2250 HISTORY - 1971 GOOD NGS BH2250 HISTORY - 20031129 GOOD USPSQD BH2250 BH2250 STATION DESCRIPTION BH2250 BH2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR) BH2250'THE STATION IS THE APEX OF THE TANK. IT IS AN ELEVATED TANK, RED AND BH2250'WHITE CHECKERED AND 110 FEET IN HEIGHT. IT IS JUST ACROSS THE BH2250'RIVER AND ABOUT 3/4 MILE WEST OF THE CENTER OF PASCAGOULA. BH2250 BH2250 STATION RECOVERY (1959) BH2250 BH2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL) BH2250'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS BH2250'ADEQUATE. BH2250 BH2250 STATION RECOVERY (1968) BH2250 BH2250'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT) BH2250'THE STATION WAS VISITED 8-13-68 AND THE STATION WAS FOUND IN GOOD BH2250'CONDITION. BH2250' BH2250'THE STATION IS LOCATED APPROXIMATELY 0.75 MILE WEST OF PASCAGOULA ON BH2250'THE GROUNDS OF THE PASCAGOULA PORT FACILITIES ON THE WEST SIDE BH2250'OF THE PASCAGOULA RIVER, AND ON PROPERTY OWNED BY PASCAGOULA PORT BH2250'FACILITIES. IT IS AN ELEVATED TANK SUPPORTED BY FOUR BH2250'CYLINDRICAL LEGS PAINTED RED AND WHITE CHECKED AND IS 110 FEET HIGH. BH2250'THE APEX WAS THE POINT OBSERVED. BH2250' BH2250'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE PASCAGOULA RIVER BH2250'AT THE WEST EDGE OF PASCAGOULA GO WEST ON U.S. HIGHWAY 90 FOR BH2250'0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT (SOUTH) AND CONTINUE ON A BH2250'BLACKTOP ROAD FOR 0.65 MILE TO A ROAD FORKS. TAKE THE LEFT BH2250'FORK AND CONTINUE SOUTHEAST ON AN ALL WEATHER ROAD FOR 0.1 MILE TO BH2250'THE TANK ON THE LEFT AS DESCRIBED BH2250 BH2250 STATION RECOVERY (1971) BH2250 BH2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH) BH2250'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS BH2250'ADEQUATE. BH2250 BH2250 STATION RECOVERY (2003) BH2250 BH2250'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH2250'TANK IS WHITE IN COLOR. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH0329 *********************************************************************** BH0329 DESIGNATION - Y 192 BH0329 PID - BH0329 BH0329 STATE/COUNTY- MS/JACKSON BH0329 USGS QUAD - PASCAGOULA SOUTH (1982) BH0329 BH0329 *CURRENT SURVEY CONTROL BH0329 ___________________________________________________________________ BH0329* NAD 83(1986)- 30 22 20. (N) 088 33 53. (W) SCALED BH0329* NAVD 88 - 7.032 (meters) 23.07 (feet) ADJUSTED BH0329 ___________________________________________________________________ BH0329 GEOID HEIGHT- -28.08 (meters) GEOID99 BH0329 DYNAMIC HT - 7.023 (meters) 23.04 (feet) COMP BH0329 MODELED GRAV- 979,322.0 (mgal) NAVD 88 BH0329 BH0329 VERT ORDER - FIRST CLASS I BH0329 BH0329.The horizontal coordinates were scaled from a topographic map and have BH0329.an estimated accuracy of +/- 6 seconds. BH0329 BH0329.The orthometric height was determined by differential leveling BH0329.and adjusted by the National Geodetic Survey in June 1991. BH0329 BH0329.The geoid height was determined by GEOID99. BH0329 BH0329.The dynamic height is computed by dividing the NAVD 88 BH0329.geopotential number by the normal gravity value computed on the BH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BH0329.degrees latitude (g = 980.6199 gals.). BH0329 BH0329.The modeled gravity was interpolated from observed gravity values. BH0329 BH0329; North East Units Estimated Accuracy BH0329;SPC MS E - 96,710. 325,820. MT (+/- 180 meters Scaled) BH0329 BH0329 SUPERSEDED SURVEY CONTROL BH0329 BH0329 NGVD 29 (??/??/??) 6.990 (m) 22.93 (f) ADJUSTED 1 1 BH0329 BH0329.Superseded values are not recommended for survey control. BH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0329.See file dsdata.txt to determine how the superseded data were derived. BH0329 BH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU496610(NAD 83) BH0329_MARKER: DB = BENCH MARK DISK BH0329_SETTING: 30 = SIDEWALK BH0329_STAMPING: Y 192 1955 BH0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BH0329 BH0329 HISTORY - Date Condition Report By BH0329 HISTORY - 1955 MONUMENTED CGS BH0329 HISTORY - 1968 GOOD CGS BH0329 HISTORY - 1989 GOOD USPSQD BH0329 HISTORY - 19900211 GOOD USPSQD BH0329 HISTORY - 20031129 MARK NOT FOUND USPSQD BH0329 BH0329 STATION DESCRIPTION BH0329 BH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 BH0329'IN PASCAGOULA. BH0329'AT PASCAGOULA, ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE BH0329'INTERSECTION OF PASCAGOULA STREET, AT THE WEST END OF THE HIGHWAY BH0329'BRIDGE OVER PASCAGOULA RIVER, 4.2 FEET NORTH OF THE NORTH CURB OF THE BH0329'HIGHWAY, SET IN THE SIDEWALK DIRECTLY OVER THE NORTH END OF THE WEST BH0329'CONCRETE ABUTMENT FOR HIGHWAY BRIDGE, 1 FOOT EAST OF THE WEST END OF BH0329'THE METAL GUARD RAIL AND FLUSH WITH THE SIDEWALK. BH0329 BH0329 STATION RECOVERY (1989) BH0329 BH0329'RECOVERY NOTE BY US POWER SQUADRON 1989 (BAR) BH0329'RECOVERED IN GOOD CONDITION. BH0329 BH0329 STATION RECOVERY (1990) BH0329 BH0329'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR) BH0329'RECOVERED IN GOOD CONDITION. BH0329 BH0329 STATION RECOVERY (2003) BH0329 BH0329'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH0329'BRIDGE HAS BEEN REPLACED AND MARKER APPARENTLY HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 BH0328 *********************************************************************** BH0328 DESIGNATION - Z 192 BH0328 PID - BH0328 BH0328 STATE/COUNTY- MS/JACKSON BH0328 USGS QUAD - PASCAGOULA SOUTH (1982) BH0328 BH0328 *CURRENT SURVEY CONTROL BH0328 ___________________________________________________________________ BH0328* NAD 83(1986)- 30 22 17. (N) 088 33 39. (W) SCALED BH0328* NAVD 88 - 7.061 (meters) 23.17 (feet) ADJUSTED BH0328 ___________________________________________________________________ BH0328 GEOID HEIGHT- -28.07 (meters) GEOID99 BH0328 DYNAMIC HT - 7.052 (meters) 23.14 (feet) COMP BH0328 MODELED GRAV- 979,322.1 (mgal) NAVD 88 BH0328 BH0328 VERT ORDER - FIRST CLASS I BH0328 BH0328.The horizontal coordinates were scaled from a topographic map and have BH0328.an estimated accuracy of +/- 6 seconds. BH0328 BH0328.The orthometric height was determined by differential leveling BH0328.and adjusted by the National Geodetic Survey in June 1991. BH0328 BH0328.The geoid height was determined by GEOID99. BH0328 BH0328.The dynamic height is computed by dividing the NAVD 88 BH0328.geopotential number by the normal gravity value computed on the BH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BH0328.degrees latitude (g = 980.6199 gals.). BH0328 BH0328.The modeled gravity was interpolated from observed gravity values. BH0328 BH0328; North East Units Estimated Accuracy BH0328;SPC MS E - 96,620. 326,190. MT (+/- 180 meters Scaled) BH0328 BH0328 SUPERSEDED SURVEY CONTROL BH0328 BH0328 NGVD 29 (??/??/??) 7.020 (m) 23.03 (f) ADJUSTED 1 1 BH0328 BH0328.Superseded values are not recommended for survey control. BH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH0328.See file dsdata.txt to determine how the superseded data were derived. BH0328 BH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU500609(NAD 83) BH0328_MARKER: DB = BENCH MARK DISK BH0328_SETTING: 30 = SIDEWALK BH0328_STAMPING: Z 192 1955 BH0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BH0328 BH0328 HISTORY - Date Condition Report By BH0328 HISTORY - 1955 MONUMENTED CGS BH0328 HISTORY - 1968 GOOD MSHD BH0328 HISTORY - 1971 GOOD NGS BH0328 HISTORY - 1989 GOOD USPSQD BH0328 HISTORY - 1990 GOOD USPSQD BH0328 HISTORY - 20031129 MARK NOT FOUND USPSQD BH0328 BH0328 STATION DESCRIPTION BH0328 BH0328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 BH0328'0.4 MI NW FROM PASCAGOULA. BH0328'THE MARK IS LOCATED 0.4 MILE NORTHWEST OF THE APPROXIMATE CENTER OF BH0328'PASCAGOULA IN THE TOP OF THE SOUTH SIDEWALK AT THE EAST END OF THE BH0328'CONCRETE BRIDGE OVER EAST PASCAGOULA RIVER. IT IS 31 FEET SOUTH OF BH0328'THE CENTER OF THE BRIDGE, 4.2 FEET SOUTH OF THE NORTH EDGE OF THE BH0328'SIDEWALK, 0.8 FEET WEST OF THE EAST EDGE OF THE ABUTMENT OF THE BH0328'BRIDGE, 0.6 FEET NORTH OF THE SOUTH BRIDGE RAILING SET IN A DRILL HOLE BH0328'IN THE CONCRETE SIDEWALK AT THE EAST END AND ON THE SOUTH SIDE OF THE BH0328'CONCRETE BRIDGE OVER EAST PASCAGOULA RIVER AND ABOUT THE LEVEL OF THE BH0328'HIGHWAY. TO REACH FROM THE U.S. POST OFFICE IN PASCAGOULA GO WEST ON BH0328'JACKSON AVENUE FOR 0.15 MILE TO THE INTERSECTION OF PASCAGOULA STREET. BH0328'TURN RIGHT (NORTHWEST) AND CONTINUE ON PASCAGOULA STREET FOR 0.35 BH0328'MILE TO THE INTERSECTION OF U.S. HIGHWAY 90. TURN LEFT (WEST) AND BH0328'CONTINUE ON U.S. HIGHWAY 90 FOR 0.35 MILE TO THE EAST END OF THE BH0328'BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED. BH0328 BH0328 STATION RECOVERY (1971) BH0328 BH0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 BH0328'RECOVERED IN GOOD CONDITION. BH0328 BH0328 STATION RECOVERY (1989) BH0328 BH0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (BAR) BH0328'RECOVERED IN GOOD CONDITION. BH0328 BH0328 STATION RECOVERY (1990) BH0328 BH0328'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR) BH0328'RECOVERED IN GOOD CONDITION. BH0328 BH0328 STATION RECOVERY (2003) BH0328 BH0328'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) BH0328'BRIDGE HAS BEEN REPLACED AND MARKER APPARENTLY HAS BEEN DESTROYED.