1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BW2374 *********************************************************************** BW2374 DESIGNATION - BUCK BW2374 PID - BW2374 BW2374 STATE/COUNTY- MS/CLAIBORNE BW2374 USGS QUAD - MC BRIDE (1963) BW2374 BW2374 *CURRENT SURVEY CONTROL BW2374 ___________________________________________________________________ BW2374* NAD 83(1993)- 31 51 23.37305(N) 090 46 05.69927(W) ADJUSTED BW2374* NAVD 88 - 120.83 (+/-2cm) 396.4 (feet) VERTCON BW2374 ___________________________________________________________________ BW2374 LAPLACE CORR- 0.31 (seconds) DEFLEC99 BW2374 GEOID HEIGHT- -26.03 (meters) GEOID03 BW2374 BW2374 HORZ ORDER - THIRD BW2374 VERT ORDER - THIRD ? (See Below) BW2374 BW2374.The horizontal coordinates were established by classical geodetic methods BW2374.and adjusted by the National Geodetic Survey in May 1994. BW2374 BW2374.The NAVD 88 height was computed by applying the VERTCON shift value to BW2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW2374.The vertical order pertains to the NGVD 29 superseded value. BW2374 BW2374.The Laplace correction was computed from DEFLEC99 derived deflections. BW2374 BW2374.The geoid height was determined by GEOID03. BW2374 BW2374; North East Units Scale Factor Converg. BW2374;SPC MS W - 261,319.637 658,841.378 MT 0.99997088 -0 13 46.4 BW2374;UTM 15 - 3,526,700.293 711,152.232 MT 1.00014990 +1 10 42.0 BW2374 BW2374! - Elev Factor x Scale Factor = Combined Factor BW2374!SPC MS W - 0.99998511 x 0.99997088 = 0.99995600 BW2374!UTM 15 - 0.99998511 x 1.00014990 = 1.00013501 BW2374 BW2374: Primary Azimuth Mark Grid Az BW2374:SPC MS W - HERMANVILLE 336 37 50.5 BW2374:UTM 15 - HERMANVILLE 335 13 22.1 BW2374 BW2374|---------------------------------------------------------------------| BW2374| PID Reference Object Distance Geod. Az | BW2374| dddmmss.s | BW2374| CY3916 BUCK RM 2 19.419 METERS 02326 | BW2374| CY3915 BUCK RM 1 24.136 METERS 10626 | BW2374| CY3914 BUCK AZ MK 3170034.7 | BW2374| BW2371 HERMANVILLE APPROX.11.0 KM 3362404.1 | BW2374|---------------------------------------------------------------------| BW2374 BW2374 SUPERSEDED SURVEY CONTROL BW2374 BW2374 NAD 83(1986)- 31 51 23.38718(N) 090 46 05.69560(W) AD( ) 3 BW2374 NAD 27 - 31 51 22.80900(N) 090 46 05.33400(W) AD( ) 3 BW2374 NGVD 29 (07/19/86) 120.84 (m) 396.5 (f) LEVELING 3 BW2374 BW2374.Superseded values are not recommended for survey control. BW2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW2374.See file dsdata.txt to determine how the superseded data were derived. BW2374 BW2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1115226700(NAD 83) BW2374_MARKER: DS = TRIANGULATION STATION DISK BW2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BW2374+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005 BW2374 BW2374 HISTORY - Date Condition Report By BW2374 HISTORY - 1948 MONUMENTED CGS BW2374 HISTORY - 1956 GOOD CGS BW2374 HISTORY - 1970 POOR NGS BW2374 HISTORY - 20050129 GOOD MSSU BW2374 BW2374 STATION DESCRIPTION BW2374 BW2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP) BW2374'THE STATION IS LOCATED ABOUT 22 MILES WEST OF HAZLEHURST AND BW2374'8 MILES SOUTH-SOUTHEAST OF HERMANVILLE NEAR THE SUMMIT OF A BW2374'TIMBERED HILL. IT IS ABOUT 10 FEET LOWER AND ABOUT 125 FEET BW2374'EAST OF THE EAST EDGE OF A GRAVEL PIT, 22 FEET EAST OF A BW2374'TRIANGULAR BLAZED 18-INCH OAK TREE, 14 FEET EAST OF THE CENTER BW2374'OF A WOODS ROAD AND 6 FEET NORTH-NORTHWEST OF A WHITE REFERENCE BW2374'POST. IT IS STAMPED BUCK 1948 AND PROJECTS 4 INCHES. BW2374' BW2374'REFERENCE MARK NO. 1 IS 79.33 FEET EAST-SOUTHEAST OF THE STATION, BW2374'37 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD AND 7 FEET BW2374'NORTHEAST OF THE CENTER OF ANOTHER WOODS ROAD. IT IS STAMPED BW2374'BUCK NO 1 1948 AND PROJECTS 7 INCHES. BW2374' BW2374'REFERENCE MARK NO. 2 IS 63.68 FEET NORTH-NORTHEAST OF THE BW2374'STATION AND 30 FEET EAST OF THE CENTER OF A WOODS ROAD. IT BW2374'IS STAMPED BUCK NO 2 1948 AND PROJECTS 7 INCHES. BW2374' BW2374'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTH-NORTHWEST BW2374'OF THE STATION, 0.2 MILE WEST-NORTHWEST OF A Y-INTERSECTION, BW2374'16 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET BW2374'SOUTH OF A WHITE REFERENCE POST. IT IS STAMPED BUCK 1948 AND BW2374'PROJECTS 8 INCHES. BW2374' BW2374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY BW2374'NO. 51 AND STATE HIGHWAY NO. 20 IN HAZLEHURST, GO SOUTHWESTERLY BW2374'ON STATE HIGHWAY NO. 20 FOR 9.0 MILES TO A FORK AT AN OLD BW2374'STORE. THEN RIGHT, WESTERLY, FOR 8.5 MILES TO THE BARLOW BW2374'POST OFFICE ON THE LEFT. CONTINUE WESTERLY FOR 1 MILE TO BW2374'A FORK. THEN RIGHT FOR 1.4 MILES TO A FORK. THEN RIGHT, BW2374'NORTHERLY, FOR 0.9 MILE TO A LARGE WHITE HOUSE ON THE RIGHT. BW2374'FOLLOW THE MAIN TRAVELED, WESTERLY, FOR 3.8 MILES TO A STEEL BW2374'BRIDGE. CROSS THE BRIDGE, CONTINUE WESTERLY ON THE MAIN BW2374'TRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD ON THE RIGHT. BW2374'THEN RIGHT FOR 0.3 MILE TO AN INVERTED Y-INTERSECTION*. TURN BW2374'SHARP LEFT, EASTERLY, FOR 0.6 MILE TO A DIM WOODS ROAD BW2374'ON THE LEFT. THEN LEFT, NORTHERLY, FOR 0.05 MILE TO THE BW2374'STATION ON THE RIGHT. BW2374' BW2374'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WESTERLY BW2374'FOR 0.2 MILE TO THE MARK ON THE LEFT. BW2374' BW2374'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. BW2374 BW2374 STATION RECOVERY (1956) BW2374 BW2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG) BW2374'THE STATION WAS VISITED 5-19-56 AND THE STATION MARK AND BW2374'REFERENCE MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION. BW2374'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED. BW2374'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE WITH A NEW TO BW2374'REACH WHICH FOLLOWS-- BW2374' BW2374'TO REACH THE STATION FROM THE INTERSECTION OF THE ILLINOIS BW2374'CENTRAL RAILROAD AND STATE HIGHWAY 547 IN PATTISON, GO EAST BW2374'ON STATE HIGHWAY 547 FOR 11.2 MILES TO A SIDE ROAD LEFT BW2374'AT A CURVE, TURN LEFT AND GO NORTH, 1.5 MILES TO A T-INTERSECTION BW2374'AND A CATTLE GUARD, TURN LEFT AND GO 1.25 MILES TO A SIDE BW2374'ROAD RIGHT, KEEP LEFT AND GO 0.3 MILES TO A SIDE ROAD LEFT, BW2374'TURN SHARP LEFT AND GO 0.6 MILE TO THE TOP OF THE HILL TO A BW2374'TRACK ROAD LEFT AT A WIRE GATE, JUST AFTER PASSING A GRAVEL BW2374'PIT ON THE LEFT, TURN LEFT ON TRACK ROAD AND GO UPHILL FOR BW2374'0.05 MILE TO THE STATION ON THE RIGHT. BW2374 BW2374 STATION RECOVERY (1970) BW2374 BW2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) BW2374'THE STATION WAS VISITED 9-22-70 AND THE STATION WAS FOUND BW2374'WITH ABOUT 2 INCHES OF THE SURFACE MARK BROKEN OFF. A DISK BW2374'WAS SET IN THE REMAINDER OF THE MONUMENT IN ITS ORIGINAL BW2374'POSITION. REFERENCE MARKS NO 1 AND NO. 2 WERE FOUND IN GOOD BW2374'CONDITION. THE AZIMUTH MARK WAS REPORTED DESTROYED PRIOR BW2374'TO THIS DATE. A NEW DESCRIPTION FOLLOWS-- BW2374' BW2374'THE STATION IS LOCATED ABOUT 22 MILES WEST OF HAZELHURST, 8 BW2374'MILES SOUTH-SOUTHWEST OF HERMANVILLE, AND ABOUT 16.5 MILE BW2374'EAST-SOUTHEAST OF PORT GIBSON, IN THE NORTHWEST 1/4 OF SEC. BW2374'13, T 10 N, R 4 E, ON PROPERTY OWNED BY MR. M.W. KULHARY, BW2374'ON THE TOP OF A SMALL HILL OF CUT OVER TIMBER. IT IS 12 FEET BW2374'EAST OF THE CENTER OF A TRACK ROAD, 92.5 FEET NORTHEAST OF A BW2374'10-INCH OAK TREE, 107 FEET NORTHWEST OF A 9-INCH OAK TREE, AND BW2374'1 FOOT NORTHEAST OF A METAL WITNESS POST. IT IS A BW2374'TRIANGULATION STATION DISK, STAMPED BUCK 1948 1970, BW2374'FLUSH WITH THE GROUND. BW2374' BW2374'REFERENCE MARK NO. 1 IS 79.19 FEET EAST OF THE STATION, 91 BW2374'FEET EAST OF THE CENTER OF THE TRACK ROAD, 6 FEET NORTH OF BW2374'AN ABANDONED WOODS ROAD, AND 1 FOOT NORTH OF A METAL WITNESS BW2374'POST. IT IS A REFERENCE MARK DISK, STAMPED BUCK NO 1 1948, BW2374'PROJECTING 8 INCHES. BW2374' BW2374'REFERENCE MARK NO. 2 IS 63.71 FEET NORTH-NORTHEAST OF THE BW2374'STATION. IT IS 44 FEET EAST OF THE CENTER OF A TRACK ROAD BW2374'AND 2 FEET EAST OF A METAL WITNESS POST. IT IS A REFERENCE BW2374'MARK DISK, STAMPED BUCK NO 2 1948, PROJECTING 6 INCHES. BW2374' BW2374'THERE IS NO AZIMUTH MARK FOR THIS STATION. BW2374' BW2374'TO REACH THE STATION FROM THE POST OFFICE IN PORT GIBSON GO BW2374'EAST ON ORANGE STREET FOR 0.1 MILE TO U.S. HIGHWAY 61, TURN BW2374'RIGHT AND GO SOUTH ON U.S. HIGHWAY 61 FOR 1.0 MILE TO THE BW2374'JUNCTION WITH STATE HIGHWAY 547, TURN LEFT AND GO EAST ON BW2374'STATE HIGHWAY 547 FOR 7.1 MILES TO A CROSS ROAD IN PATTISON, BW2374'TURN RIGHT AND CONTINUE SOUTHWEST AND SOUTHEAST ON STATE BW2374'HIGHWAY 547 FOR 7.7 MILES TO A SIDE ROAD LEFT, JUST BEYOND BW2374'THE CREST OF A HILL, TURN LEFT AND GO NORTHEAST FOR 1.65 BW2374'MILE TO A TRACK ROAD RIGHT, UPHILL. FROM THIS POINT WALK BW2374'UPHILL FOR ABOUT 75 YARDS TO THE STATION ON THE RIGHT AT THE BW2374'TOP OF THE HILL. BW2374' BW2374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES BW2374'SSW OF HERMANVILLE BW2374 BW2374 STATION RECOVERY (2005) BW2374 BW2374'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (MWS) BW2374'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BW2382 *********************************************************************** BW2382 DESIGNATION - PORT GIBSON COUNTY CTHSE DOME BW2382 PID - BW2382 BW2382 STATE/COUNTY- MS/CLAIBORNE BW2382 USGS QUAD - PORT GIBSON (1963) BW2382 BW2382 *CURRENT SURVEY CONTROL BW2382 ___________________________________________________________________ BW2382* NAD 83(1993)- 31 57 43.91097(N) 090 59 02.59673(W) ADJUSTED BW2382* NAVD 88 - BW2382 ___________________________________________________________________ BW2382 LAPLACE CORR- 0.04 (seconds) DEFLEC99 BW2382 GEOID HEIGHT- -26.21 (meters) GEOID03 BW2382 BW2382 HORZ ORDER - THIRD BW2382 BW2382.The horizontal coordinates were established by classical geodetic methods BW2382.and adjusted by the National Geodetic Survey in May 1994. BW2382 BW2382 BW2382.The Laplace correction was computed from DEFLEC99 derived deflections. BW2382 BW2382.The geoid height was determined by GEOID03. BW2382 BW2382; North East Units Scale Factor Converg. BW2382;SPC MS W - 273,142.633 638,488.574 MT 0.99999664 -0 20 40.1 BW2382;UTM 15 - 3,538,020.223 690,512.308 MT 1.00004763 +1 04 02.9 BW2382 BW2382 SUPERSEDED SURVEY CONTROL BW2382 BW2382 NAD 83(1986)- 31 57 43.92425(N) 090 59 02.59363(W) AD( ) 4 BW2382 NAD 27 - 31 57 43.35535(N) 090 59 02.21540(W) AD( ) 3 BW2382 BW2382.Superseded values are not recommended for survey control. BW2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW2382.See file dsdata.txt to determine how the superseded data were derived. BW2382 BW2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR9051238020(NAD 83) BW2382_MARKER: 87 = DOME BW2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BW2382+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BW2382 BW2382 HISTORY - Date Condition Report By BW2382 HISTORY - 1948 FIRST OBSERVED CGS BW2382 HISTORY - 1956 GOOD CGS BW2382 HISTORY - 1970 GOOD MSHD BW2382 HISTORY - 20050318 GOOD USPSQD BW2382 BW2382 STATION DESCRIPTION BW2382 BW2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP) BW2382'THE STATION IS LOCATED IN THE NORTH EDGE OF PORT GIBSON, BW2382'50 FEET WEST OF MARKET STREET. IT IS A CONCRETE BUILDING BW2382'ABOUT 125 FEET HIGH. BW2382' BW2382'THE POINT INTERSECTED WAS THE TOP OF THE DOME. BW2382 BW2382 STATION RECOVERY (1956) BW2382 BW2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG) BW2382'THE STATION WAS VISITED 5-19-56 AND WAS FOUND IN GOOD CONDITION. BW2382'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE. BW2382 BW2382 STATION RECOVERY (1970) BW2382 BW2382'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW) BW2382'THE STATION WAS VISITED 3-17-70 AND THE STATION WAS FOUND BW2382'IN GOOD CONDITION. BW2382' BW2382'THE STATION IS LOCATED AT THE NORTH EDGE OF THE BUSINESS BW2382'DISTRICT OF PORT GIBSON. IT IS A FOUR WINGED CONCRETE BUILDING BW2382'WITH A DOME SUPPORTED BY A TOWER EXTENDING FROM THE CENTER. BW2382'A CLOCK IS LOCATED ON ALL FOUR DIRECTIONS OF THE TOWER. THE BW2382'TOP OF THE DOME WAS THE POINT OBSERVED. BW2382 BW2382 STATION RECOVERY (2005) BW2382 BW2382'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) BW2382'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BW2380 *********************************************************************** BW2380 DESIGNATION - PORT GIBSON FIRST PRESB CHURCH BW2380 PID - BW2380 BW2380 STATE/COUNTY- MS/CLAIBORNE BW2380 USGS QUAD - PORT GIBSON (1963) BW2380 BW2380 *CURRENT SURVEY CONTROL BW2380 ___________________________________________________________________ BW2380* NAD 83(1993)- 31 57 34.97890(N) 090 58 54.89649(W) ADJUSTED BW2380* NAVD 88 - BW2380 ___________________________________________________________________ BW2380 LAPLACE CORR- 0.04 (seconds) DEFLEC99 BW2380 GEOID HEIGHT- -26.21 (meters) GEOID03 BW2380 BW2380 HORZ ORDER - THIRD BW2380 BW2380.The horizontal coordinates were established by classical geodetic methods BW2380.and adjusted by the National Geodetic Survey in May 1994. BW2380 BW2380 BW2380.The Laplace correction was computed from DEFLEC99 derived deflections. BW2380 BW2380.The geoid height was determined by GEOID03. BW2380 BW2380; North East Units Scale Factor Converg. BW2380;SPC MS W - 272,866.302 638,689.120 MT 0.99999634 -0 20 36.0 BW2380;UTM 15 - 3,537,748.904 690,719.614 MT 1.00004861 +1 04 06.7 BW2380 BW2380 SUPERSEDED SURVEY CONTROL BW2380 BW2380 NAD 83(1986)- 31 57 34.99236(N) 090 58 54.89329(W) AD( ) 4 BW2380 NAD 27 - 31 57 34.42572(N) 090 58 54.51368(W) AD( ) 3 BW2380 BW2380.Superseded values are not recommended for survey control. BW2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW2380.See file dsdata.txt to determine how the superseded data were derived. BW2380 BW2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR9072037749(NAD 83) BW2380_MARKER: 90 = CHURCH SPIRE BW2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BW2380+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 BW2380 BW2380 HISTORY - Date Condition Report By BW2380 HISTORY - 1948 FIRST OBSERVED CGS BW2380 HISTORY - 1956 GOOD CGS BW2380 HISTORY - 1970 GOOD MSHD BW2380 HISTORY - 20050320 GOOD USPSQD BW2380 BW2380 STATION DESCRIPTION BW2380 BW2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP) BW2380'STATION IS LOCATED 0.3 MILE SOUTHEAST OF THE COURTHOUSE IN BW2380'PORT GIBSON VIA U.S. HIGHWAY 61 AND 100 FEET SOUTHEAST OF BW2380'HIGHWAY 61 AT THE CORNER OF CHURCH AND WALNUT STREETS. IT BW2380'IS A CONCRETE BUILDING WITH A SPIRE ABOUT 140 FEET HIGH. ON BW2380'THE TOP OF THE SPIRE IS A RIGHT HAND POINTING SKYWARD. BW2380' BW2380'THE POINT INTERSECTED WAS THE BALL BENEATH THE HAND. BW2380 BW2380 STATION RECOVERY (1956) BW2380 BW2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG) BW2380'THE STATION WAS VISITED 5-19-56 AND WAS FOUND IN GOOD BW2380'CONDITION. THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE. BW2380 BW2380 STATION RECOVERY (1970) BW2380 BW2380'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW) BW2380'THE STATION WAS VISITED 3-17-70 AND THE STATION WAS FOUND BW2380'IN GOOD CONDITION. BW2380' BW2380'THE STATION IS LOCATED 0.3 MILE NORTHEAST OF THE CENTER OF BW2380'PORT GIBSON IN THE NORTHEAST ANGLE OF THE INTERSECTION OF BW2380'WALNUT STREET AND U.S. HIGHWAY 61. THE CHURCH IS A CONCRETE BW2380'BUILDING WITH A BELL HOUSE CENTERED OVER THE ENTRANCE. A BW2380'SILVER SPIRE WITH A GOLD RIGHT HAND WITH THE INDEX FINGER BW2380'POINTING UPWARD ON THE FINAL EXTENDS FROM THE CENTER OF THE BW2380'BELL HOUSE. THE BALL BENEATH THE HAND WAS THE POINT OBSERVED. BW2380' BW2380'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON, BW2380'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF BW2380'U.S. HIGHWAY 61. TURN RIGHT SOUTH AND CONTINUE ON U.S. HIGHWAY BW2380'61 FOR 0.1 MILE TO THE INTERSECTION OF WALNUT STREET AND THE BW2380'CHURCH ON THE LEFT. BW2380 BW2380 STATION RECOVERY (2005) BW2380 BW2380'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) BW2380'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BW2383 *********************************************************************** BW2383 DESIGNATION - PORT GIBSON METH CH SPIRE BW2383 PID - BW2383 BW2383 STATE/COUNTY- MS/CLAIBORNE BW2383 USGS QUAD - PORT GIBSON (1963) BW2383 BW2383 *CURRENT SURVEY CONTROL BW2383 ___________________________________________________________________ BW2383* NAD 83(1993)- 31 57 26.45821(N) 090 58 58.73965(W) ADJUSTED BW2383* NAVD 88 - BW2383 ___________________________________________________________________ BW2383 LAPLACE CORR- 0.00 (seconds) DEFLEC99 BW2383 GEOID HEIGHT- -26.20 (meters) GEOID03 BW2383 BW2383 HORZ ORDER - THIRD BW2383 BW2383.The horizontal coordinates were established by classical geodetic methods BW2383.and adjusted by the National Geodetic Survey in May 1994. BW2383 BW2383 BW2383.The Laplace correction was computed from DEFLEC99 derived deflections. BW2383 BW2383.The geoid height was determined by GEOID03. BW2383 BW2383; North East Units Scale Factor Converg. BW2383;SPC MS W - 272,604.461 638,586.628 MT 0.99999650 -0 20 37.9 BW2383;UTM 15 - 3,537,484.604 690,623.598 MT 1.00004815 +1 04 04.5 BW2383 BW2383 SUPERSEDED SURVEY CONTROL BW2383 BW2383 NAD 83(1986)- 31 57 26.47160(N) 090 58 58.73649(W) AD( ) 4 BW2383 NAD 27 - 31 57 25.90311(N) 090 58 58.35790(W) AD( ) 3 BW2383 BW2383.Superseded values are not recommended for survey control. BW2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW2383.See file dsdata.txt to determine how the superseded data were derived. BW2383 BW2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR9062437485(NAD 83) BW2383_MARKER: 90 = CHURCH SPIRE BW2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BW2383+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 BW2383 BW2383 HISTORY - Date Condition Report By BW2383 HISTORY - 1948 FIRST OBSERVED CGS BW2383 HISTORY - 1956 GOOD CGS BW2383 HISTORY - 1970 GOOD MSHD BW2383 HISTORY - 20050320 GOOD USPSQD BW2383 BW2383 STATION DESCRIPTION BW2383 BW2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP) BW2383'STATION IS LOCATED 0.4 MILE SOUTHEAST OF THE COURTHOUSE IN BW2383'PORT GIBSON VIA U.S. HIGHWAY 61 AND 75 FEET SOUTHEAST OF BW2383'HIGHWAY 61 AT THE CORNER OF CHURCH AND JACKSON STREETS. IT BW2383'IS A RED BRICK BUILDING WITH A SPIRE ABOUT 100 FEET HIGH. BW2383' BW2383'THE POINT INTERSECTED WAS THE TOP OF THE SPIRE. BW2383 BW2383 STATION RECOVERY (1956) BW2383 BW2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG) BW2383'THE STATION WAS VISITED 5-19-56 AND FOUND TO BE IN GOOD BW2383'CONDITION. THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE. BW2383 BW2383 STATION RECOVERY (1970) BW2383 BW2383'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW) BW2383'THE STATION WAS VISITED 3-17-70 AND THE STATION WAS FOUND BW2383'IN GOOD CONDITION. BW2383' BW2383'THE STATION IS LOCATED 0.3 MILE SOUTHEAST OF THE COURTHOUSE BW2383'IN PORT GIBSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION BW2383'OF JACKSON STREET AND U.S. HIGHWAY 61. IT IS A RED BRICK BW2383'CHURCH WITH A BELL HOUSE CENTERED OVER THE ENTRANCE. A SILVER BW2383'SPIRE WITH A BALL ON THE FINAL EXTENDS FROM THE CENTER OF THE BW2383'BELL HOUSE. THE FINAL WAS THE POINT OBSERVED. BW2383' BW2383'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON BW2383'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF BW2383'U.S. HIGHWAY 61. TURN RIGHT (SOUTH) AND CONTINUE ON U.S. BW2383'HIGHWAY 61 FOR 0.25 MILE TO THE INTERSECTION OF JACKSON STREET BW2383'AND THE CHURCH ON THE LEFT. BW2383 BW2383 STATION RECOVERY (2005) BW2383 BW2383'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) BW2383'RECOVERED IN GOOD CONDITION.