1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW2267 *********************************************************************** LW2267 DESIGNATION - FALL RIVER CHURCH SPIRE LW2267 PID - LW2267 LW2267 STATE/COUNTY- MA/BRISTOL LW2267 USGS QUAD - FALL RIVER (1979) LW2267 LW2267 *CURRENT SURVEY CONTROL LW2267 ___________________________________________________________________ LW2267* NAD 83(1996)- 41 42 06.70639(N) 071 09 13.30089(W) ADJUSTED LW2267* NAVD 88 - LW2267 ___________________________________________________________________ LW2267 LAPLACE CORR- 3.18 (seconds) DEFLEC99 LW2267 GEOID HEIGHT- -29.44 (meters) GEOID99 LW2267 LW2267 HORZ ORDER - THIRD LW2267 LW2267.The horizontal coordinates were established by classical geodetic methods LW2267.and adjusted by the National Geodetic Survey in June 1998. LW2267 LW2267 LW2267.The Laplace correction was computed from DEFLEC99 derived deflections. LW2267 LW2267.The geoid height was determined by GEOID99. LW2267 LW2267; North East Units Scale Converg. LW2267;SPC MA M - 828,014.117 228,825.180 MT 1.00000220 +0 13 57.4 LW2267;SPC MA M - 2,716,576.32 750,737.28 sFT 1.00000220 +0 13 57.4 LW2267;SPC RI - 68,752.346 128,825.036 MT 1.00000397 +0 13 49.4 LW2267;UTM 19 - 4,618,916.378 320,801.055 MT 0.99999518 -1 25 59.3 LW2267 LW2267 SUPERSEDED SURVEY CONTROL LW2267 LW2267 NAD 83(1992)- 41 42 06.70486(N) 071 09 13.29972(W) AD( ) 4 LW2267 NAD 83(1986)- 41 42 06.70489(N) 071 09 13.29905(W) AD( ) 4 LW2267 NAD 27 - 41 42 06.32200(N) 071 09 15.12500(W) AD( ) 3 LW2267 LW2267.Superseded values are not recommended for survey control. LW2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2267.See file dsdata.txt to determine how the superseded data were derived. LW2267 LW2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2080118916(NAD 83) LW2267 LW2267 HISTORY - Date Condition Report By LW2267 HISTORY - UNK MONUMENTED LW2267 HISTORY - 1933 SEE DESCRIPTION CGS LW2267 HISTORY - 20031126 MARK NOT FOUND USPSQD LW2267 LW2267 STATION DESCRIPTION LW2267 LW2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KTA) LW2267'STATION IS ON THE NE CORNER OF FRANKLIN AND PURCHASE STREETS IN LW2267'THE CENTER OF THE CITY OF FALL RIVER. IT IS AN OLD WOODEN CHURCH LW2267'KNOWN AS THE FRANKLIN CHRISTIAN CHURCH. THE SPIRE HAS BEEN REMOVED LW2267'AND ONLY THE SHORT BASE OF THE SPIRE REMAINS OVER THE RIDGE LW2267'POLE. THE STATION SHOULD BE DELETED FROM THE TRIANGULATION LW2267'RECORDS, BUT IT CAN STILL BE USED FOR TOPOGRAPHICAL CONTROL. LW2267 LW2267 STATION RECOVERY (2003) LW2267 LW2267'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW2267'BUILDING NO LONGER EXISTS. LOCATION OF 1933 DESCRIPTION NOW A PARKING LW2267'LOT ON THREE CORNERS OF INTERSECTION. FOURTH CORNER HAS PRIVATE LW2267'DWELLING. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW5499 *********************************************************************** LW5499 DESIGNATION - FALL RIVER ST MARYS SPIRE LW5499 PID - LW5499 LW5499 STATE/COUNTY- MA/BRISTOL LW5499 USGS QUAD - FALL RIVER (1979) LW5499 LW5499 *CURRENT SURVEY CONTROL LW5499 ___________________________________________________________________ LW5499* NAD 83(1996)- 41 41 55.13333(N) 071 09 25.60775(W) ADJUSTED LW5499* NAVD 88 - -0. (meters) -0. (feet) SCALED LW5499 ___________________________________________________________________ LW5499 LAPLACE CORR- 3.21 (seconds) DEFLEC99 LW5499 GEOID HEIGHT- -29.45 (meters) GEOID99 LW5499 LW5499 HORZ ORDER - THIRD LW5499 LW5499.The horizontal coordinates were established by classical geodetic methods LW5499.and adjusted by the National Geodetic Survey in June 1998. LW5499 LW5499.The orthometric height was scaled from a topographic map. LW5499 LW5499.The Laplace correction was computed from DEFLEC99 derived deflections. LW5499 LW5499.The geoid height was determined by GEOID99. LW5499 LW5499; North East Units Scale Converg. LW5499;SPC MA M - 827,655.916 228,542.068 MT 1.00000269 +0 13 49.2 LW5499;SPC MA M - 2,715,401.12 749,808.43 sFT 1.00000269 +0 13 49.2 LW5499;SPC RI - 68,394.156 128,541.909 MT 1.00000377 +0 13 41.1 LW5499;UTM 19 - 4,618,566.561 320,507.652 MT 0.99999647 -1 26 07.2 LW5499 LW5499 SUPERSEDED SURVEY CONTROL LW5499 LW5499 NAD 83(1992)- 41 41 55.13142(N) 071 09 25.60679(W) AD( ) 4 LW5499 NAD 83(1986)- 41 41 55.13042(N) 071 09 25.60729(W) AD( ) 4 LW5499 LW5499.Superseded values are not recommended for survey control. LW5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5499.See file dsdata.txt to determine how the superseded data were derived. LW5499 LW5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2050818567(NAD 83) LW5499_MARKER: 89 = SPIRE LW5499_MARK LOGO: MAGS LW5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW5499+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003 LW5499 LW5499 HISTORY - Date Condition Report By LW5499 HISTORY - 1979 FIRST OBSERVED MAGS LW5499 HISTORY - 20031122 GOOD USPSQD LW5499 LW5499 STATION DESCRIPTION LW5499 LW5499'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1979 LW5499'THE FALL RIVER SAINT MARYS CHURCH SPIRE IS LOCATED ABOUT 0.4 KM LW5499'(0.25 MI) SOUTHWEST OF THE FALL RIVER POST OFFICE AND IS IN DOWN TOWN LW5499'FALL RIVER. LW5499'THE STATION IS THE SPIRE ATOP THE CHURCH BUILDING. LW5499 LW5499 STATION RECOVERY (2003) LW5499 LW5499'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5499'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW2284 *********************************************************************** LW2284 DESIGNATION - FALL RIVER WATER TOWER LW2284 PID - LW2284 LW2284 STATE/COUNTY- MA/BRISTOL LW2284 USGS QUAD - FALL RIVER (1979) LW2284 LW2284 *CURRENT SURVEY CONTROL LW2284 ___________________________________________________________________ LW2284* NAD 83(1996)- 41 41 47.11650(N) 071 07 35.91999(W) ADJUSTED LW2284* NAVD 88 - 15. (meters) 49. (feet) SCALED LW2284 ___________________________________________________________________ LW2284 LAPLACE CORR- 2.85 (seconds) DEFLEC99 LW2284 GEOID HEIGHT- -29.41 (meters) GEOID99 LW2284 LW2284 HORZ ORDER - THIRD LW2284 LW2284.The horizontal coordinates were established by classical geodetic methods LW2284.and adjusted by the National Geodetic Survey in June 1998. LW2284 LW2284.The orthometric height was scaled from a topographic map. LW2284 LW2284.The Laplace correction was computed from DEFLEC99 derived deflections. LW2284 LW2284.The geoid height was determined by GEOID99. LW2284 LW2284; North East Units Scale Converg. LW2284;SPC MA M - 827,419.231 231,079.375 MT 1.00000302 +0 15 02.9 LW2284;SPC MA M - 2,714,624.59 758,132.92 sFT 1.00000302 +0 15 02.9 LW2284;SPC RI - 68,157.366 131,079.212 MT 1.00000563 +0 14 54.1 LW2284;UTM 19 - 4,618,256.224 323,036.977 MT 0.99998538 -1 24 53.9 LW2284 LW2284: Primary Azimuth Mark Grid Az LW2284:SPC MA M - COPECUT 063 15 11.0 LW2284:SPC RI - COPECUT 063 15 19.8 LW2284:UTM 19 - COPECUT 064 55 07.8 LW2284 LW2284|---------------------------------------------------------------------| LW2284| PID Reference Object Distance Geod. Az | LW2284| dddmmss.s | LW2284| LW2119 COPECUT APPROX. 6.2 KM 0633013.9 | LW2284| LW2237 NIAGARA APPROX. 2.9 KM 2531532.5 | LW2284|---------------------------------------------------------------------| LW2284 LW2284 SUPERSEDED SURVEY CONTROL LW2284 LW2284 NAD 83(1992)- 41 41 47.11449(N) 071 07 35.91880(W) AD( ) 3 LW2284 NAD 83(1986)- 41 41 47.11358(N) 071 07 35.91820(W) AD( ) 3 LW2284 NAD 27 - 41 41 46.73900(N) 071 07 37.76300(W) AD( ) 3 LW2284 LW2284.Superseded values are not recommended for survey control. LW2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2284.See file dsdata.txt to determine how the superseded data were derived. LW2284 LW2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2303718256(NAD 83) LW2284_MARKER: 55 = TOWER LW2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW2284+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003 LW2284 LW2284 HISTORY - Date Condition Report By LW2284 HISTORY - UNK FIRST OBSERVED LW2284 HISTORY - 1891 GOOD CGS LW2284 HISTORY - 1933 GOOD CGS LW2284 HISTORY - 1934 GOOD MAGS LW2284 HISTORY - 1935 GOOD MAGS LW2284 HISTORY - 1956 GOOD CGS LW2284 HISTORY - 19790709 GOOD MAGS LW2284 HISTORY - 20031126 GOOD USPSQD LW2284 LW2284 STATION DESCRIPTION LW2284 LW2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 LW2284'STATION IS ON BEDFORD STREET, IN THE EASTERN PART OF THE CITY, LW2284'ON THE BROW OF THE FIRST HILL W OF WATUPPA POND. THE CENTER OF LW2284'THE TOWER IS LOCATED IN THE OBSERVING ROOM BY TWO SMALL NOTCHES LW2284'FILED IN THE TOP OF THE FLANGE OF THE STANDPIPE ON THE WESTERN LW2284'SIDE. THESE TWO NOTCHES, WITH THE CENTER OF THE TOWER, FORM AN LW2284'EQUILATERAL TRIANGLE, WITH SIDES 0.07 METER (0.23 FOOT). THE LW2284'HIGH SERVICE PIPE IS 3-1/2 FEET IN DIAMETER, 24 METERS (79 LW2284'FEET) HIGH, AND 99.5 METERS (326.4 FEET) ABOVE MEAN HIGH-WATER LW2284'MARK. LW2284 LW2284 STATION RECOVERY (1933) LW2284 LW2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KTA) LW2284'STATION IS IN THE SW SECTION OF THE CITY OF FALL RIVER. ON THE LW2284'SUMMIT OF THE HILL W OF WATUPPA POND AND ON THE S SIDE OF BEDFORD LW2284'STREET. IT IS A GRANITE TOWER ONCE USED AS A STANDPIPE AND LW2284'BUILT IN 1875. THE BASE OF THE TOWER IS 15 FEET HIGH AND LW2284'SQUARE. THE UPPER PART IS OCTAGONAL, TAPERING SLIGHTLY TO THE LW2284'OCTAGONAL COPPER-COVERED ROOF, WHICH IS CAPPED WITH A LIGHTNING LW2284'ROD CARRYING A GILT WIND VANE AND CARDINAL POINTS. THE CENTER LW2284'OF THE TOWER WAS LOCATED IN THE OBSERVING ROOM NEAR THE TOP OF LW2284'THE TOWER. LW2284' LW2284'STATION IS MARKED BY 2 NOTCHES FILED ON THE W SIDE OF THE TOP LW2284'OF THE FLANGE AROUND THE TOP OF THE IRON STANDPIPE IN THE TOWER, LW2284'AND THESE NOTCHES WITH THE CENTER OF THE TOWER, FORM AN LW2284'EQUILATERAL TRIANGLE WITH SIDE 0.23 FOOT. LW2284' LW2284'THE OBSERVING ROOM IS ABOUT 80 FEET HIGH. THE NOTCHES WERE LW2284'NOT FOUND IN 1933. LW2284' LW2284'THE STATION IS VERY PROMINENT AND A GOOD VIEW MAY BE HAD IN LW2284'ALL DIRECTIONS. LW2284 LW2284 STATION RECOVERY (1934) LW2284 LW2284'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1934 LW2284'STATION FOUND IN GOOD CONDITION. OLD DESCRIPTION STILL APPLIES. LW2284' LW2284'U.S.C. AND G.S. RECOVERY NOTE BY R.H. ALBERTI, JANUARY 3, 1935, LW2284'STATES THAT THE TOWER WAS FOUND IN EXCELLENT CONDITION AS LW2284'DESCRIBED, BUT THE TWO SMALL NOTCHES ON THE WESTERN FLANGE OF LW2284'THE STANDPIPE COULD NOT BE FOUND. THERE WAS, HOWEVER, ON THE LW2284'WESTERN SIDE OF THE WOODED COVER OF THE STANDPIPE, A NAIL LW2284'HOLE SURROUNDED BY A SCRATCHED TRIANGLE AND PENCILED LW2284'COORDINATES, INDICATING THE CENTER OF THE TOWER WAS USED LW2284'RECENTLY. LW2284 LW2284 STATION RECOVERY (1935) LW2284 LW2284'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1935 LW2284'THE TOWER WAS FOUND IN EXCELLENT CONDITION AS DESCRIBED, BUT THE LW2284'TWO SMALL NOTCHES ON THE WESTERN FLANGE OF THE STANDPIPE COULD LW2284'NOT BE FOUND. THERE WAS, HOWEVER, ON THE WESTERN SIDE OF THE LW2284'WOODEN COVER OF THE STANDPIPE A NAIL HOLE SURROUNDED BY A LW2284'SCRATCHED TRIANGLE AND PENCILED COORDINATES, INDICATING THE CENTER LW2284'OF THE TOWER WAS USED RECENTLY. LW2284 LW2284 STATION RECOVERY (1956) LW2284 LW2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) LW2284'THE STATION WAS RECOVERED IN FAIR CONDITION. THE TOWER IS AS LW2284'DESCRIBED. THE WOODEN FLOORING OVER THE TALLEST OF TWO IRON LW2284'STANDPIPES WITHIN THE TOWER IS COVERED OVER WITH A THICK SURFACE LW2284'OF TAR PAPER. THE NAIL HOLE AND PENCILED COORDINATES WERE NOT LW2284'UNCOVERED BUT THE MANAGER OF THE CITY WATER WORKS STATES THAT LW2284'TO THE BEST OF HIS KNOWLEDGE THE FLOOR HAS NOT BEEN REPLACED LW2284'SINCE 1935 AND THE NAIL HOLE IS PROBABLY THERE. LW2284 LW2284 STATION RECOVERY (1979) LW2284 LW2284'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979 LW2284'RECOVERED IN GOOD CONDITION. LW2284 LW2284 STATION RECOVERY (2003) LW2284 LW2284'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW2284'DESCRIBED AS GRANITE, STONE, OCTAGONAL TOWER WITH WINDOWS AND CATWALK LW2284'AT START OF ROOF. ROOF IS OCTAGONAL SPIRE, COPPER CLAD WITH WEATHER LW2284'VANE AT TOP. AT HALF POINT, NUMERALS 1875 APPEAR IN BAS RELIEF. LW2284'ESTIMATED HEIGHT 80 FEET. TWIN CYLINDRICAL WATER TANKS ARE LOCATED LW2284'ABOUT 50 FEET WEST. LW2284' LW2284'DIRECTIONS FROM FALL RIVER CENTER, FOLLOW BEDFORD STREET ABOUT 2 MILES LW2284'TO END. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW4949 *********************************************************************** LW4949 DESIGNATION - SQUARE STEEPLE LW4949 PID - LW4949 LW4949 STATE/COUNTY- MA/BRISTOL LW4949 USGS QUAD - LW4949 LW4949 *CURRENT SURVEY CONTROL LW4949 ___________________________________________________________________ LW4949* NAD 83(1996)- 41 40 58.43681(N) 070 55 21.29875(W) ADJUSTED LW4949* NAVD 88 - 12. (meters) 39. (feet) SCALED LW4949 ___________________________________________________________________ LW4949 LAPLACE CORR- 3.76 (seconds) DEFLEC99 LW4949 GEOID HEIGHT- -29.11 (meters) GEOID99 LW4949 LW4949 HORZ ORDER - THIRD LW4949 LW4949.The horizontal coordinates were established by classical geodetic methods LW4949.and adjusted by the National Geodetic Survey in June 1998. LW4949 LW4949.The orthometric height was scaled from a topographic map. LW4949 LW4949.The Laplace correction was computed from DEFLEC99 derived deflections. LW4949 LW4949.The geoid height was determined by GEOID99. LW4949 LW4949; North East Units Scale Converg. LW4949;SPC MA M - 826,012.066 248,076.092 MT 1.00000511 +0 23 16.3 LW4949;SPC MA M - 2,710,007.92 813,896.31 sFT 1.00000511 +0 23 16.3 LW4949;UTM 19 - 4,616,355.548 339,984.669 MT 0.99991510 -1 16 43.7 LW4949 LW4949: Primary Azimuth Mark Grid Az LW4949:SPC MA M - NEW BEDFORD HIGH SCHOOL 189 00 44.1 LW4949:UTM 19 - NEW BEDFORD HIGH SCHOOL 190 40 44.1 LW4949 LW4949|---------------------------------------------------------------------| LW4949| PID Reference Object Distance Geod. Az | LW4949| dddmmss.s | LW4949| LW4953 ACUSHNET NEW BEDFORD 2A 322.907 METERS 00009 | LW4949| LW4938 ACUSHNET SPIRE APPROX. 0.7 KM 0905902.7 | LW4949| LW4954 NEW BEDFORD HIGH SCHOOL APPROX. 5.0 KM 1892400.4 | LW4949| LW4948 ACUSHNET NEW BEDFORD 2 326.917 METERS 34532 | LW4949| LW4956 APPLE TREE FLAG NR ACUSHNET 6 APPROX. 2.3 KM 3455226.3 | LW4949|---------------------------------------------------------------------| LW4949 LW4949 SUPERSEDED SURVEY CONTROL LW4949 LW4949 NAD 83(1992)- 41 40 58.43498(N) 070 55 21.29768(W) AD( ) 3 LW4949 NAD 83(1986)- 41 40 58.43508(N) 070 55 21.29888(W) AD( ) 3 LW4949 NAD 27 - 41 40 58.05500(N) 070 55 23.17000(W) AD( ) 3 LW4949 LW4949.Superseded values are not recommended for survey control. LW4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW4949.See file dsdata.txt to determine how the superseded data were derived. LW4949 LW4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3998516356(NAD 83) LW4949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW4949+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003 LW4949 LW4949 HISTORY - Date Condition Report By LW4949 HISTORY - 1887 FIRST OBSERVED CGS LW4949 HISTORY - 1933 GOOD CGS LW4949 HISTORY - 1934 GOOD CGS LW4949 HISTORY - 1961 GOOD CGS LW4949 HISTORY - 1974 GOOD NGS LW4949 HISTORY - 20031119 GOOD USPSQD LW4949 LW4949 STATION DESCRIPTION LW4949 LW4949'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (GB) LW4949'STATION IS THE SOUTHEASTERN PINNACLE OF THE STEEPLE OF THE LW4949'CONGREGATIONAL CHURCH AT ACUSHNET. THIS CHURCH IS ON THE W SIDE LW4949'OF THE COUNTY ROAD AND A LITTLE N OF THE CROSSROADS BY THE LW4949'BLACKSMITH SHOP. LW4949 LW4949 STATION RECOVERY (1933) LW4949 LW4949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KTA) LW4949'STATION IS ON THE W SIDE OF ACUSHNET AVENUE, JUST N OF THE LW4949'BUSINESS DISTRICT OF ACUSHNET, THE NORTHERN SECTION OF THE CITY LW4949'OF NEW BEDFORD, A WOODEN CLAPBOARD CHURCH KNOWN AS THE LW4949'CONGREGATIONAL CHURCH, PAINTED WHITE IN 1933 AND BUILT ABOUT LW4949'1865. AT THE FRONT CENTER WHICH FACES EASTERLY IS A SQUARE TOWER LW4949'ABOUT 50 FEET HIGH WITH A FLAT TOP. AT EACH CORNER IS A POST LW4949'ABOUT 3 FEET HIGH ON WHICH THERE IS A WOODEN ORNAMENTAL LW4949'PINNACLE. THE STATION IS THE SOUTHEASTERN OF THE FOUR SIMILAR LW4949'PINNACLES. IT IS NOT VERY PROMINENT. LW4949 LW4949 STATION RECOVERY (1934) LW4949 LW4949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP) LW4949'STATION RECOVERED. THE SOUTHEASTERN PINNACLE OF THE STEEPLE OF LW4949'THE CONGREGATIONAL CHURCH AT 2299 ACUSHNET AVENUE, NEW LW4949'BEDFORD. THE CHURCH IS PAINTED WHITE. IT IS ON THE WESTERN SIDE LW4949'OF ACUSHNET AVENUE, JUST N OF LUNDS CORNER, WHICH IS THE LW4949'INTERSECTION OF ACUSHNET AVENUE AND TARKILN HILL ROAD. LW4949 LW4949 STATION RECOVERY (1961) LW4949 LW4949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT) LW4949'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. LOCAL INQUIRY LW4949'VERIFIED THAT THE STATION IS IN ITS ORIGINAL POSITION. THE LW4949'DESCRIPTION BY W.D.P. IN 1934 IS COMPLETE AND ADEQUATE. LW4949 LW4949 STATION RECOVERY (1974) LW4949 LW4949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) LW4949'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. LOCAL INQUIRY LW4949'VERIFIED THAT THE STATION IS IN ITS ORIGINAL POSITION. LW4949 LW4949 STATION RECOVERY (2003) LW4949 LW4949'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW4949'CORRECT STREET ADDRESS, NUMBER 2195 ACUSHNET AVE. NOT 2199 ACUSHNET LW4949'AVE. AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW4944 *********************************************************************** LW4944 DESIGNATION - ST ANTHANYS CHURCH SPIRE LW4944 PID - LW4944 LW4944 STATE/COUNTY- MA/BRISTOL LW4944 USGS QUAD - LW4944 LW4944 *CURRENT SURVEY CONTROL LW4944 ___________________________________________________________________ LW4944* NAD 83(1996)- 41 39 36.81799(N) 070 55 39.99843(W) ADJUSTED LW4944* NAVD 88 - -0. (meters) -0. (feet) SCALED LW4944 ___________________________________________________________________ LW4944 LAPLACE CORR- 3.46 (seconds) DEFLEC99 LW4944 GEOID HEIGHT- -29.15 (meters) GEOID99 LW4944 LW4944 HORZ ORDER - THIRD LW4944 LW4944.The horizontal coordinates were established by classical geodetic methods LW4944.and adjusted by the National Geodetic Survey in June 1998. LW4944 LW4944.The orthometric height was scaled from a topographic map. LW4944 LW4944.The Laplace correction was computed from DEFLEC99 derived deflections. LW4944 LW4944.The geoid height was determined by GEOID99. LW4944 LW4944; North East Units Scale Converg. LW4944;SPC MA M - 823,491.093 247,660.506 MT 1.00000874 +0 23 03.8 LW4944;SPC MA M - 2,701,737.03 812,532.84 sFT 1.00000874 +0 23 03.8 LW4944;UTM 19 - 4,613,847.954 339,495.995 MT 0.99991703 -1 16 54.1 LW4944 LW4944 SUPERSEDED SURVEY CONTROL LW4944 LW4944 NAD 83(1992)- 41 39 36.81615(N) 070 55 39.99734(W) AD( ) 4 LW4944 NAD 83(1986)- 41 39 36.81064(N) 070 55 40.00023(W) AD( ) 4 LW4944 NAD 27 - 41 39 36.44300(N) 070 55 41.86100(W) AD( ) 3 LW4944 LW4944.Superseded values are not recommended for survey control. LW4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW4944.See file dsdata.txt to determine how the superseded data were derived. LW4944 LW4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3949613848(NAD 83) LW4944_MARKER: 90 = CHURCH SPIRE LW4944_MARK LOGO: CGS LW4944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW4944+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003 LW4944 LW4944 HISTORY - Date Condition Report By LW4944 HISTORY - 1934 FIRST OBSERVED CGS LW4944 HISTORY - 1934 GOOD CGS LW4944 HISTORY - 1962 GOOD CGS LW4944 HISTORY - 1974 GOOD NGS LW4944 HISTORY - 19891105 GOOD MAGS LW4944 HISTORY - 20031119 GOOD USPSQD LW4944 LW4944 STATION DESCRIPTION LW4944 LW4944'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP) LW4944'THIS STATION IS THE APEX OF SPIRE, SURMOUNTED BY A GILDED CROSS LW4944'ATOP THE STONE TOWER ON ST. ANTHONYS CHURCH, WHICH IS LOCATED LW4944'IN THE N END OF NEW BEDFORD AT THE CORNER OF ACUSHNET AVENUE AND LW4944'BULLARD STREET. LW4944 LW4944 STATION RECOVERY (1934) LW4944 LW4944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 LW4944'RECOVERED IN GOOD CONDITION. LW4944 LW4944 STATION RECOVERY (1962) LW4944 LW4944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW) LW4944'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL LW4944'DESCRIPTION IS ADEQUATE AND COMPLETE. LW4944 LW4944 STATION RECOVERY (1974) LW4944 LW4944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) LW4944'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. LW4944 LW4944 STATION RECOVERY (1989) LW4944 LW4944'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1989 LW4944'RECOVERED IN GOOD CONDITION. LW4944 LW4944 STATION RECOVERY (2003) LW4944 LW4944'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW4944'CORRECT SPELLING OF NAME ST. ANTHONY, NOT ST. ANTHANY 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW2076 *********************************************************************** LW2076 DESIGNATION - SWANSEA CHRISTIAN CH BELFRY LW2076 PID - LW2076 LW2076 STATE/COUNTY- MA/BRISTOL LW2076 USGS QUAD - TIVERTON (1975) LW2076 LW2076 *CURRENT SURVEY CONTROL LW2076 ___________________________________________________________________ LW2076* NAD 83(1996)- 41 45 03.04568(N) 071 13 29.17579(W) ADJUSTED LW2076* NAVD 88 - 29. (meters) 95. (feet) SCALED LW2076 ___________________________________________________________________ LW2076 LAPLACE CORR- 2.91 (seconds) DEFLEC99 LW2076 GEOID HEIGHT- -29.43 (meters) GEOID99 LW2076 LW2076 HORZ ORDER - THIRD LW2076 LW2076.The horizontal coordinates were established by classical geodetic methods LW2076.and adjusted by the National Geodetic Survey in June 1998. LW2076 LW2076.The orthometric height was scaled from a topographic map. LW2076 LW2076.The Laplace correction was computed from DEFLEC99 derived deflections. LW2076 LW2076.The geoid height was determined by GEOID99. LW2076 LW2076; North East Units Scale Converg. LW2076;SPC MA M - 833,432.984 222,891.514 MT 0.99999517 +0 11 05.6 LW2076;SPC MA M - 2,734,354.72 731,269.91 sFT 0.99999517 +0 11 05.6 LW2076;SPC RI - 74,171.430 122,891.531 MT 1.00000020 +0 10 59.8 LW2076;UTM 19 - 4,624,505.542 315,027.410 MT 1.00002105 -1 28 54.8 LW2076 LW2076: Primary Azimuth Mark Grid Az LW2076:SPC MA M - FALL RIVER HIGH SCHOOL TOWER 129 33 36.6 LW2076:SPC RI - FALL RIVER HIGH SCHOOL TOWER 129 33 42.4 LW2076:UTM 19 - FALL RIVER HIGH SCHOOL TOWER 131 13 37.0 LW2076 LW2076|---------------------------------------------------------------------| LW2076| PID Reference Object Distance Geod. Az | LW2076| dddmmss.s | LW2076| LW2289 SOMERSET METHODIST CHURCH APPROX. 5.0 KM 1083804.2 | LW2076| LW2282 FALL RIVER HIGH SCHOOL TOWER APPROX. 7.9 KM 1294442.2 | LW2076| LW2633 REHOBOTH SEEKONK SWANSEA COR APPROX. 6.2 KM 2952408.4 | LW2076|---------------------------------------------------------------------| LW2076 LW2076 SUPERSEDED SURVEY CONTROL LW2076 LW2076 NAD 83(1992)- 41 45 03.04369(N) 071 13 29.17491(W) AD( ) 3 LW2076 NAD 83(1986)- 41 45 03.04325(N) 071 13 29.17219(W) AD( ) 3 LW2076 NAD 27 - 41 45 02.67600(N) 071 13 31.00700(W) AD( ) 3 LW2076 LW2076.Superseded values are not recommended for survey control. LW2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2076.See file dsdata.txt to determine how the superseded data were derived. LW2076 LW2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1502724506(NAD 83) LW2076_MARKER: 75 = BELFRY LW2076_SETTING: 0 = UNSPECIFIED SETTING LW2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW2076+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003 LW2076 LW2076 HISTORY - Date Condition Report By LW2076 HISTORY - UNK FIRST OBSERVED LW2076 HISTORY - 1934 SEE DESCRIPTION CGS LW2076 HISTORY - 1963 SEE DESCRIPTION CGS LW2076 HISTORY - 19790926 GOOD MAGS LW2076 HISTORY - 20031122 GOOD USPSQD LW2076 LW2076 STATION DESCRIPTION LW2076 LW2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FLP) LW2076'NO ORIGINAL DESCRIPTION OF THIS STATION WAS FURNISHED. IT IS LW2076'LOCATED IN THE CENTRAL SECTION OF THE TOWN OF SWANSEA, AT THE LW2076'TOP OF A SLIGHT ELEVATION ON THE NORTHERLY SIDE OF THE MAIN LW2076'ROAD FROM FALL RIVER TO PROVIDENCE, AT A POINT ABOUT 1/2 MILE LW2076'N OF LUTHER CORNER. LW2076' LW2076'THE STATION IS THE OCTAGONAL TOWER WITH A WOODEN-SHINGLED LW2076'OCTAGONAL ROOF, DOME SHAPED, RISING OVER A SERIES OF 2-SQUARE LW2076'TOWERS, WHICH ARE OVER THE CENTER OF THE FRONT OF A LW2076'WOODEN-CLAPBOARD CHURCH. THE CHURCH WAS BUILT ABOUT 1840 AND LW2076'PAINTED WHITE IN 1934. LW2076 LW2076 STATION RECOVERY (1963) LW2076 LW2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD) LW2076'RECOVERED IN GOOD CONDITION AS DESCRIBED. FROM A SHORT SQUARE LW2076'TOWER OVER THE SOUTH END OF THE BUILDING RISES A SQUARE BELL-TOWER LW2076'WITH OPEN ARCHES AND BALLUSTRADE, SUPPORTING AN OCTAGONAL TOWER LW2076'HAVING 8 ARCHED AND BLINDED WINDOWS AND A DOMED ROOF, COVERED LW2076'WITH CLAPBOARDS AND PAINTED WHITE, WITH AN ELABORATE WINDVANE LW2076'ATOP. LW2076' LW2076'TO REACH THE STATION FROM FALL RIVER, GO NORTHEAST ON U.S. LW2076'HIGHWAY 6 TO THE WEST BRIGHTMAN STREET BRIDGE, CONTINUE LW2076'WESTERLY ON 6 FOR 4.2 MILES TO THE INTERSECTION OF STATE LW2076'HIGHWAY 118 AND THE FIRST CHRISTIAN CONGREGATIONAL CHURCH ON THE LW2076'RIGHT. LW2076 LW2076 STATION RECOVERY (1979) LW2076 LW2076'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979 LW2076'RECOVERED IN GOOD CONDITION. LW2076 LW2076 STATION RECOVERY (2003) LW2076 LW2076'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW2076'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW2078 *********************************************************************** LW2078 DESIGNATION - SWANSEA MUNICIPAL STANDPIPE LW2078 PID - LW2078 LW2078 STATE/COUNTY- MA/BRISTOL LW2078 USGS QUAD - TIVERTON (1975) LW2078 LW2078 *CURRENT SURVEY CONTROL LW2078 ___________________________________________________________________ LW2078* NAD 83(1996)- 41 45 24.02547(N) 071 10 36.78818(W) ADJUSTED LW2078* NAVD 88 - LW2078 ___________________________________________________________________ LW2078 LAPLACE CORR- 2.54 (seconds) DEFLEC99 LW2078 GEOID HEIGHT- -29.35 (meters) GEOID99 LW2078 LW2078 HORZ ORDER - THIRD LW2078 LW2078.The horizontal coordinates were established by classical geodetic methods LW2078.and adjusted by the National Geodetic Survey in June 1998. LW2078 LW2078 LW2078.The Laplace correction was computed from DEFLEC99 derived deflections. LW2078 LW2078.The geoid height was determined by GEOID99. LW2078 LW2078; North East Units Scale Converg. LW2078;SPC MA M - 834,094.221 226,871.802 MT 0.99999439 +0 13 01.4 LW2078;SPC MA M - 2,736,524.12 744,328.57 sFT 0.99999439 +0 13 01.4 LW2078;SPC RI - 74,832.551 126,871.866 MT 1.00000263 +0 12 54.7 LW2078;UTM 19 - 4,625,050.723 319,025.319 MT 1.00000305 -1 27 00.5 LW2078 LW2078 SUPERSEDED SURVEY CONTROL LW2078 LW2078 NAD 83(1992)- 41 45 24.02219(N) 071 10 36.78685(W) AD( ) 4 LW2078 NAD 83(1986)- 41 45 24.02534(N) 071 10 36.78951(W) AD( ) 4 LW2078 NAD 27 - 41 45 23.65806(N) 071 10 38.62214(W) AD( ) 3 LW2078 LW2078.Superseded values are not recommended for survey control. LW2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2078.See file dsdata.txt to determine how the superseded data were derived. LW2078 LW2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1902525051(NAD 83) LW2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW2078+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003 LW2078 LW2078 HISTORY - Date Condition Report By LW2078 HISTORY - 1958 MONUMENTED CGS LW2078 HISTORY - 20031122 GOOD USPSQD LW2078 LW2078 STATION DESCRIPTION LW2078 LW2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM) LW2078'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED LW2078'ABOUT 1 MILE NORTHWEST OF SOMERSET, 0.3 MILE NORTH OF THE JUNCTION LW2078'OF BUFFINTON ROAD AND SHARPE LOT ROAD AND ABOUT 90 FEET WEST OF LW2078'THE CENTERLINE OF SHARPE LOT ROAD. IT IS A SILVER COLORED LW2078'STANDPIPE WITH A CATWALK AROUND THE TOP. THE OVERALL HEIGHT IS 105 LW2078'FEET. LW2078 LW2078 STATION RECOVERY (2003) LW2078 LW2078'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW2078'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW5506 *********************************************************************** LW5506 DESIGNATION - SWANSEA OUR LADY OF FATIMA SP LW5506 PID - LW5506 LW5506 STATE/COUNTY- MA/BRISTOL LW5506 USGS QUAD - FALL RIVER (1979) LW5506 LW5506 *CURRENT SURVEY CONTROL LW5506 ___________________________________________________________________ LW5506* NAD 83(1996)- 41 44 03.67425(N) 071 11 43.89419(W) ADJUSTED LW5506* NAVD 88 - -0. (meters) -0. (feet) SCALED LW5506 ___________________________________________________________________ LW5506 LAPLACE CORR- 2.89 (seconds) DEFLEC99 LW5506 GEOID HEIGHT- -29.43 (meters) GEOID99 LW5506 LW5506 HORZ ORDER - THIRD LW5506 LW5506.The horizontal coordinates were established by classical geodetic methods LW5506.and adjusted by the National Geodetic Survey in June 1998. LW5506 LW5506.The orthometric height was scaled from a topographic map. LW5506 LW5506.The Laplace correction was computed from DEFLEC99 derived deflections. LW5506 LW5506.The geoid height was determined by GEOID99. LW5506 LW5506; North East Units Scale Converg. LW5506;SPC MA M - 831,609.522 225,330.416 MT 0.99999746 +0 12 16.3 LW5506;SPC MA M - 2,728,372.24 739,271.54 sFT 0.99999746 +0 12 16.3 LW5506;SPC RI - 72,347.887 125,330.390 MT 1.00000164 +0 12 09.7 LW5506;UTM 19 - 4,622,611.884 317,412.295 MT 1.00001026 -1 27 42.9 LW5506 LW5506 SUPERSEDED SURVEY CONTROL LW5506 LW5506 NAD 83(1992)- 41 44 03.67233(N) 071 11 43.89352(W) AD( ) 4 LW5506 NAD 83(1986)- 41 44 03.67214(N) 071 11 43.89365(W) AD( ) 4 LW5506 LW5506.Superseded values are not recommended for survey control. LW5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5506.See file dsdata.txt to determine how the superseded data were derived. LW5506 LW5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1741222612(NAD 83) LW5506_MARKER: 90 = CHURCH SPIRE LW5506_MARK LOGO: MAGS LW5506 LW5506 HISTORY - Date Condition Report By LW5506 HISTORY - 1979 FIRST OBSERVED MAGS LW5506 HISTORY - 20031122 GOOD USPSQD LW5506 LW5506 STATION DESCRIPTION LW5506 LW5506'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1979 LW5506'THE SWANSEA OUR LADY OF FATIMA CHURCH SPIRE IS LOCATED ABOUT 1.6 KM LW5506'(1.00 MI) SOUTH OF SWANSEA, 0.2 KM (0.10 MI) NORTH OF THE INTERSECTION LW5506'OF I-195 AND GARDNERS NECK ROAD AND IS IN THE TOWN OF SWANSEA. LW5506'THE POINT INTERSECTED WAS THE TOP CENTER OF THE GOLD BALL AT THE TOP LW5506'OF THE SPIRE. LW5506 LW5506 STATION RECOVERY (2003) LW5506 LW5506'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5506'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW1934 *********************************************************************** LW1934 DESIGNATION - TAUNTON BAPTIST CHURCH LW1934 PID - LW1934 LW1934 STATE/COUNTY- MA/BRISTOL LW1934 USGS QUAD - LW1934 LW1934 *CURRENT SURVEY CONTROL LW1934 ___________________________________________________________________ LW1934* NAD 83(1996)- 41 54 01.26987(N) 071 05 42.78381(W) ADJUSTED LW1934* NAVD 88 - LW1934 ___________________________________________________________________ LW1934 LAPLACE CORR- 1.55 (seconds) DEFLEC99 LW1934 GEOID HEIGHT- -28.94 (meters) GEOID99 LW1934 LW1934 HORZ ORDER - THIRD LW1934 LW1934.The horizontal coordinates were established by classical geodetic methods LW1934.and adjusted by the National Geodetic Survey in June 1998. LW1934 LW1934 LW1934.The Laplace correction was computed from DEFLEC99 derived deflections. LW1934 LW1934.The geoid height was determined by GEOID99. LW1934 LW1934; North East Units Scale Converg. LW1934;SPC MA M - 850,081.215 233,587.933 MT 0.99997821 +0 16 18.9 LW1934;SPC MA M - 2,788,974.79 766,363.08 sFT 0.99997821 +0 16 18.9 LW1934;UTM 19 - 4,640,835.301 326,204.341 MT 0.99997169 -1 23 58.6 LW1934 LW1934 SUPERSEDED SURVEY CONTROL LW1934 LW1934 NAD 83(1992)- 41 54 01.26830(N) 071 05 42.78290(W) AD( ) 4 LW1934 NAD 83(1986)- 41 54 01.26708(N) 071 05 42.77941(W) AD( ) 4 LW1934 NAD 27 - 41 54 00.91400(N) 071 05 44.61600(W) AD( ) 3 LW1934 LW1934.Superseded values are not recommended for survey control. LW1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW1934.See file dsdata.txt to determine how the superseded data were derived. LW1934 LW1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2620440835(NAD 83) LW1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW1934+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003 LW1934 LW1934 HISTORY - Date Condition Report By LW1934 HISTORY - UNK MONUMENTED LW1934 HISTORY - 1933 SEE DESCRIPTION CGS LW1934 HISTORY - 1935 SEE DESCRIPTION CGS LW1934 HISTORY - 1962 SEE DESCRIPTION CGS LW1934 HISTORY - 19950923 GOOD USPSQD LW1934 HISTORY - 20031108 GOOD USPSQD LW1934 LW1934 STATION DESCRIPTION LW1934 LW1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KTA) LW1934'STATION IS IN ABOUT THE CENTRAL SECTION OF THE CITY OF TAUNTON, LW1934'ON THE W SIDE OF WINTHROP STREET AT ABOUT NO. 39, THE WINTHROP LW1934'STREET BAPTIST CHURCH, BUILT IN 1865 OF RED BRICK. AT THE E SIDE LW1934'THERE RISES A LARGE SQUARE TOWER ABOUT 105 FEET HIGH SURMOUNTED LW1934'BY AN OCTAGONAL SPIRE MADE OF BRICK AND ABOUT 85 FEET HIGH. THE LW1934'POINT OF THE SPIRE IS CAPPED WITH A GILT BALL AND A LIGHTNING LW1934'ROD, CARRYING A GILT WINDVANE AND CARDINAL POINTS. THE STATION LW1934'IS VERY PROMINENT. LW1934 LW1934 STATION RECOVERY (1935) LW1934 LW1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (FLP) LW1934'THIS STATION RECOVERED AS DESCRIBED. LW1934 LW1934 STATION RECOVERY (1962) LW1934 LW1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD) LW1934'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1933. LW1934 LW1934 STATION RECOVERY (1995) LW1934 LW1934'RECOVERY NOTE BY US POWER SQUADRON 1995 LW1934'RECOVERED IN GOOD CONDITION. LW1934 LW1934 STATION RECOVERY (2003) LW1934 LW1934'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW1934'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW4951 *********************************************************************** LW4951 DESIGNATION - USE 6 1935 LW4951 PID - LW4951 LW4951 STATE/COUNTY- MA/BRISTOL LW4951 USGS QUAD - LW4951 LW4951 *CURRENT SURVEY CONTROL LW4951 ___________________________________________________________________ LW4951* NAD 83(1996)- 41 39 03.86542(N) 070 55 02.96816(W) ADJUSTED LW4951* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON LW4951 ___________________________________________________________________ LW4951 LAPLACE CORR- 3.58 (seconds) DEFLEC99 LW4951 GEOID HEIGHT- -29.15 (meters) GEOID99 LW4951 LW4951 HORZ ORDER - THIRD LW4951 LW4951.The horizontal coordinates were established by classical geodetic methods LW4951.and adjusted by the National Geodetic Survey in June 1998. LW4951 LW4951.The NAVD 88 height was computed by applying the VERTCON shift value to LW4951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW4951 LW4951.The Laplace correction was computed from DEFLEC99 derived deflections. LW4951 LW4951.The geoid height was determined by GEOID99. LW4951 LW4951; North East Units Scale Converg. LW4951;SPC MA M - 822,480.259 248,524.174 MT 1.00001025 +0 23 28.6 LW4951;SPC MA M - 2,698,420.65 815,366.39 sFT 1.00001025 +0 23 28.6 LW4951;UTM 19 - 4,612,812.536 340,329.832 MT 0.99991374 -1 16 28.6 LW4951 LW4951: Primary Azimuth Mark Grid Az LW4951:SPC MA M - USE 6 AZ MK 183 22 30.2 LW4951:UTM 19 - USE 6 AZ MK 185 02 27.4 LW4951 LW4951|---------------------------------------------------------------------| LW4951| PID Reference Object Distance Geod. Az | LW4951| dddmmss.s | LW4951| LW4961 OXFORD SCHOOL APPROX. 1.0 KM 0491020.6 | LW4951| LW5509 USE 6 RM 3 11.314 METERS 08633 | LW4951| LW5510 USE 6 RM 4 6.717 METERS 16658 | LW4951| LW5507 USE 6 AZ MK APPROX. 1.4 KM 1834558.8 | LW4951| LW4919 ST JAMES CHURCH SPIRE APPROX. 3.2 KM 1913329.2 | LW4951| LW4945 NEW BEDFORD HOTEL FLAGPOLE APPROX. 1.8 KM 2082733.3 | LW4951| LW4944 ST ANTHANYS CHURCH SPIRE APPROX. 1.3 KM 3195249.1 | LW4951| LW4950 ACUSHNET HERSOMS TANK APPROX. 2.7 KM 3595552.6 | LW4951|---------------------------------------------------------------------| LW4951 LW4951 SUPERSEDED SURVEY CONTROL LW4951 LW4951 NAD 83(1992)- 41 39 03.86357(N) 070 55 02.96707(W) AD( ) 3 LW4951 NAD 83(1986)- 41 39 03.86309(N) 070 55 02.96958(W) AD( ) 3 LW4951 NAD 27 - 41 39 03.49400(N) 070 55 04.83100(W) AD( ) 3 LW4951 NGVD 29 (08/23/90) 5.9 (m) 19. (f) VERT ANG LW4951 LW4951.Superseded values are not recommended for survey control. LW4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW4951.See file dsdata.txt to determine how the superseded data were derived. LW4951 LW4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG4033012813(NAD 83) LW4951_MARKER: DD = SURVEY DISK LW4951_SETTING: 66 = SET IN ROCK OUTCROP LW4951_STAMPING: USE 6 1935 1982 LW4951_MARK LOGO: CGS LW4951_MAGNETIC: N = NO MAGNETIC MATERIAL LW4951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LW4951+STABILITY: POSITION/ELEVATION WELL LW4951 LW4951 HISTORY - Date Condition Report By LW4951 HISTORY - 1935 MONUMENTED CGS LW4951 HISTORY - 1935 GOOD CGS LW4951 HISTORY - 1974 SEE DESCRIPTION NGS LW4951 HISTORY - 19820519 SEE DESCRIPTION NGS LW4951 HISTORY - 20031119 MARK NOT FOUND USPSQD LW4951 LW4951 STATION DESCRIPTION LW4951 LW4951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WDP) LW4951'THIS STATION IS LOCATED ON THE E BANK OF THE ACUSHNET RIVER IN LW4951'THE TOWN OF FAIRHAVEN, 1/4 MILE N OF THE NEW BEDFORD-FAIRHAVEN LW4951'BRIDGE ON THE SOUTHERLY END OF A LEDGE RISING FROM THE MARSH. LW4951' LW4951'THE STATION IS MARKED BY A STANDARD DISK STAMPED U.S.E. NO.6 LW4951'SET IN THE LEDGE AND IS REFERENCED AS PER SKETCH. LW4951' LW4951'THE STATION MAY BE REACHED BY GOING N ON MAIN STREET, LW4951'FAIRHAVEN, AT THE E END OF THE NEW BEDFORD-FAIRHAVEN BRIDGE LW4951'ABOUT 1/4 MILE, THENCE ABOUT 1/4 MILE W ON TABER STREET LW4951'FOLLOWING IT TO ITS END. LW4951' LW4951'REFERENCE MARK NO.1 IS 06.45 DISTANT FROM STATION. REFERENCE LW4951'MARK NO.2 IS DISTANT 15.83. LW4951 LW4951 STATION RECOVERY (1935) LW4951 LW4951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 LW4951'RECOVERED IN GOOD CONDITION. LW4951 LW4951 STATION RECOVERY (1974) LW4951 LW4951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) LW4951'STATION RECOVERED IN FAIR CONDITION. THE DISK HAS BEEN REMOVED LW4951'ONLY THE SHAFT REMAINS. LW4951' LW4951'THE 1935 DESCRIPTION IS ADEQUATE. LW4951 LW4951 STATION RECOVERY (1982) LW4951 LW4951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 LW4951'A DRILL HOLE WITH CEMENT IN THE BOTTOM OF THE HOLE WAS RECOVERED. THE LW4951'DIRECTIONS TO THE INTERSECTION STATIONS AND A TRAVERSE FROM STATION LW4951'NEW BEDFORD FORT 1844 INDICATE THE DRILL HOLE IS THE STATION. WHAT LW4951'APPEARS TO BE THE STEM FOR A DISK IS SET IN A DRILL HOLE ABOUT 80 FEET LW4951'TO THE EAST OF THE DRILL HOLE AND THERE HAS BEEN SOME CONFUSION THAT LW4951'IT IS THE USE 6 STATION MARK BUT ANGLES AND DISTANCES DISPROVE THIS. A LW4951'NEW DISK WAS SET IN THE CENTER OF THE DRILL HOLE. REFERENCE MARKS 3 LW4951'AND 4 AND A AZIMUTH MARK WERE ESTABLISHED AT THIS TIME. A NEW LW4951'DESCRIPTION FOLLOWS. LW4951'THE STATION IS LOCATED ON THE EAST BANK OF THE ACUSHNET RIVER IN THE LW4951'TOWN OF FAIRHAVEN. IT IS ON A ROCK OUTCROP ABOUT 0.8 KM (0.50 MI) LW4951'NORTH OF THE NEW BEDFORD-FAIRHAVEN BRIDGE AND ABOUT 50 YARDS NORTHWEST LW4951'OF THE WEST TOWER FOR RADIO STATION WBSM. LW4951'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 6 AND MAIN LW4951'STREET IN FAIRHAVEN, GO NORTH ON MAIN STREET FOR ABOUT 1.0 KM LW4951'(0.60 MI) TO TABER STREET ON THE LEFT. TURN LEFT AND GO WEST ON TABER LW4951'STREET FOR 0.4 KM (0.25 MI) TO A DIRT ROAD AT THE END OF STREET. GO LW4951'WEST ACROSS THE OPEN FIELD FOR 0.3 KM (0.20 MI) TO THE ROCK OUTCROP LW4951'AND THE STATION. LW4951'THE STATION IS A DISK SET IN THE ROCK OUTCROP AND IS 20.0 M (65.6 FT) LW4951'NORTHWEST OF THE WEST EDGE OF THE HIGHEST POINT OF THE ROCK OUTCROP, LW4951'7.3 M (24.0 FT) NORTH-NORTHEAST OF THE SOUTH EDGE OF THE ROCK OUTCROP, LW4951'3.4 M (11.2 FT) NORTH OF A DRILL HOLE IN A BOULDER THAT IS ON LINE TO LW4951'RM 4 AND 3.4 M (11.2 FT) EAST OF THE WEST EDGE OF THE ROCK OUTCROP. LW4951 LW4951 STATION RECOVERY (2003) LW4951 LW4951'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW4951'FIELD DESCRIBED NOW COVERED WITH BLACKTOP. EVIDENCE OF FILLING ALONG LW4951'RIVER BANK. LOCATED HALF INCH METAL PLUG IN BLACKTOP INSCRIBED WITH LW4951'LETTER (P) AT APPROXIMATE LOCATION MEASURED FROM RADIO TOWER. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 LW5507 *********************************************************************** LW5507 DESIGNATION - USE 6 AZ MK LW5507 PID - LW5507 LW5507 STATE/COUNTY- MA/BRISTOL LW5507 USGS QUAD - LW5507 LW5507 *CURRENT SURVEY CONTROL LW5507 ___________________________________________________________________ LW5507* NAD 83(1996)- 41 38 19.67176(N) 070 55 06.84633(W) ADJUSTED LW5507* NAVD 88 - 4.8 (meters) 16. (feet) VERTCON LW5507 ___________________________________________________________________ LW5507 LAPLACE CORR- 3.52 (seconds) DEFLEC99 LW5507 GEOID HEIGHT- -29.17 (meters) GEOID99 LW5507 LW5507 HORZ ORDER - SECOND LW5507 LW5507.The horizontal coordinates were established by classical geodetic methods LW5507.and adjusted by the National Geodetic Survey in June 1998. LW5507 LW5507.The NAVD 88 height was computed by applying the VERTCON shift value to LW5507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5507 LW5507.The Laplace correction was computed from DEFLEC99 derived deflections. LW5507 LW5507.The geoid height was determined by GEOID99. LW5507 LW5507; North East Units Scale Converg. LW5507;SPC MA M - 821,116.210 248,443.731 MT 1.00001231 +0 23 26.0 LW5507;SPC MA M - 2,693,945.43 815,102.47 sFT 1.00001231 +0 23 26.0 LW5507;UTM 19 - 4,611,451.534 340,209.783 MT 0.99991421 -1 16 30.1 LW5507 LW5507: Primary Azimuth Mark Grid Az LW5507:SPC MA M - USE 6 1935 003 22 30.2 LW5507:UTM 19 - USE 6 1935 005 02 26.3 LW5507 LW5507|---------------------------------------------------------------------| LW5507| PID Reference Object Distance Geod. Az | LW5507| dddmmss.s | LW5507| LW4951 USE 6 1935 APPROX. 1.4 KM 0034556.2 | LW5507| LW4919 ST JAMES CHURCH SPIRE APPROX. 1.8 KM 1972045.1 | LW5507|---------------------------------------------------------------------| LW5507 LW5507 SUPERSEDED SURVEY CONTROL LW5507 LW5507 NAD 83(1992)- 41 38 19.66991(N) 070 55 06.84524(W) AD( ) 2 LW5507 NAD 83(1986)- 41 38 19.66958(N) 070 55 06.84726(W) AD( ) 2 LW5507 NGVD 29 (08/23/90) 5.0 (m) 16. (f) VERT ANG LW5507 LW5507.Superseded values are not recommended for survey control. LW5507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5507.See file dsdata.txt to determine how the superseded data were derived. LW5507 LW5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG4021011452(NAD 83) LW5507_MARKER: DZ = AZIMUTH MARK DISK LW5507_SETTING: 0 = UNSPECIFIED SETTING LW5507_STAMPING: USE 6 1935 1982 LW5507_MARK LOGO: NGS LW5507_MAGNETIC: N = NO MAGNETIC MATERIAL LW5507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LW5507 LW5507 HISTORY - Date Condition Report By LW5507 HISTORY - 1982 MONUMENTED NGS LW5507 HISTORY - 20031119 MARK NOT FOUND USPSQD LW5507 LW5507 STATION DESCRIPTION LW5507 LW5507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 LW5507'THE STATION IS LOCATED AT THE WEST END OF THE DRAW BRIDGE OVER THE LW5507'ACUSHNET RIVER, ON THE SOUTH SIDE OF US HIGHWAY 6. THE BRIDGE LINKS LW5507'THE TOWNS OF FAIRHAVEN AND NEW BEDFORD. LW5507'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 6 AND MAIN LW5507'STREET IN FAIRHAVEN, GO WEST ON ROUTE 6 FOR ABOUT 1.1 KM (0.70 MI) TO LW5507'THE MARK ON THE LEFT. LW5507'THE STATION IS AN AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE LW5507'WEST CONCRETE SIDEWALK ABUTMENT OF THE DRAW BRIDGE. IT IS 8.5 M LW5507'(27.9 FT) SOUTHEAST OF THE CENTER OF ROUTE 6, 8.5 M (27.9 FT) WEST OF LW5507'THE WEST CORNER OF THE BRIDGE MAINTENANCE BUILDING, 6.2 M (20.3 FT) LW5507'SOUTHWEST OF THE BASE OF THE METAL GATE FOR THE DRAW BRIDGE, 5.9 M LW5507'(19.4 FT) NORTHEAST OF THE CENTER OF A TELEPHONE MANHOLE COVER AND 1.1 LW5507'M (3.6 FT) NORTHWEST OF THE CENTER OF THE SIDEWALK. LW5507 LW5507 STATION RECOVERY (2003) LW5507 LW5507'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5507'SIDEWALK APPEARS TO HAVE BEEN REPLACED OR RESURFACED. NEW RAILING LW5507'INSTALLED. CONSIDERABLE ROAD RECONSTRUCTION TAKING PLACE AT PRESENT LW5507'TIME.