1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW5081 *********************************************************************** LW5081 DESIGNATION - LAKEVILLE CORNER 24 1/2 1890 LW5081 PID - LW5081 LW5081 STATE/COUNTY- MA/BRISTOL LW5081 USGS QUAD - LW5081 LW5081 *CURRENT SURVEY CONTROL LW5081 ___________________________________________________________________ LW5081* NAD 83(1996)- 41 52 24.77648(N) 070 58 36.74268(W) ADJUSTED LW5081* NAVD 88 - 17. (meters) 56. (feet) SCALED LW5081 ___________________________________________________________________ LW5081 LAPLACE CORR- 3.14 (seconds) DEFLEC99 LW5081 GEOID HEIGHT- -28.88 (meters) GEOID99 LW5081 LW5081 HORZ ORDER - THIRD LW5081 LW5081.The horizontal coordinates were established by classical geodetic methods LW5081.and adjusted by the National Geodetic Survey in June 1998. LW5081 LW5081.The orthometric height was scaled from a topographic map. LW5081 LW5081.The Laplace correction was computed from DEFLEC99 derived deflections. LW5081 LW5081.The geoid height was determined by GEOID99. LW5081 LW5081; North East Units Scale Converg. LW5081;SPC MA M - 847,157.628 243,426.067 MT 0.99998076 +0 21 05.0 LW5081;SPC MA M - 2,779,382.98 798,640.35 sFT 0.99998076 +0 21 05.0 LW5081;UTM 19 - 4,637,626.102 335,952.743 MT 0.99993116 -1 19 11.4 LW5081 LW5081 SUPERSEDED SURVEY CONTROL LW5081 LW5081 NAD 83(1992)- 41 52 24.77491(N) 070 58 36.74172(W) AD( ) 3 LW5081 NAD 83(1986)- 41 52 24.77350(N) 070 58 36.73746(W) AD( ) 3 LW5081 NAD 27 - 41 52 24.41000(N) 070 58 38.59000(W) AD( ) 3 LW5081 LW5081.Superseded values are not recommended for survey control. LW5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5081.See file dsdata.txt to determine how the superseded data were derived. LW5081 LW5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3595337626(NAD 83) LW5081_MARKER: V = STONE MONUMENT LW5081_SETTING: 0 = UNSPECIFIED SETTING LW5081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LW5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LW5081+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 LW5081 LW5081 HISTORY - Date Condition Report By LW5081 HISTORY - 1890 MONUMENTED CGS LW5081 HISTORY - 1962 GOOD CGS LW5081 HISTORY - 20030922 GOOD USPSQD LW5081 LW5081 STATION DESCRIPTION LW5081 LW5081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WFD) LW5081'RECOVERED IN GOOD CONDITION. THE STONE IS LEANING SOUTH ABOUT LW5081'30 DEGREES, BUT UPON LOOKING IT UP IN THE LAKEVILLE TOWN LW5081'OFFICES IT WAS FOUND THAT IT SO LEANED IN 1890. THERE IS A LW5081'NEW 3/8 DRILL HOLE IN THE WEST FACE, ABOUT 8 INCHES FROM THE LW5081'TOP, WHICH IS THE TOWN LINE. LW5081' LW5081'REACHED FROM THE JUNCTION OF CROSS STREET AND TAUNTON STREET LW5081'IN NORTH LAKEVILLE BY GOING NORTHWEST ON TAUNTON STREET FOR LW5081'0.15 MILE TO BEARHOLE ROAD, TURN LEFT AND FOLLOW BEARHOLE ROAD LW5081'SOUTHERLY FOR 1.0 MILE TO WHERE IT MAKES A SHARP RIGHT TURN AND LW5081'THE STATION ON THE LEFT. LW5081 LW5081 STATION RECOVERY (2003) LW5081 LW5081'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5081'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW5102 *********************************************************************** LW5102 DESIGNATION - LAKEVILLE CORNER 25 1890 LW5102 PID - LW5102 LW5102 STATE/COUNTY- MA/BRISTOL LW5102 USGS QUAD - LW5102 LW5102 *CURRENT SURVEY CONTROL LW5102 ___________________________________________________________________ LW5102* NAD 83(1996)- 41 52 34.26661(N) 070 58 39.14866(W) ADJUSTED LW5102* NAVD 88 - 17. (meters) 56. (feet) SCALED LW5102 ___________________________________________________________________ LW5102 LAPLACE CORR- 3.11 (seconds) DEFLEC99 LW5102 GEOID HEIGHT- -28.88 (meters) GEOID99 LW5102 LW5102 HORZ ORDER - THIRD LW5102 LW5102.The horizontal coordinates were established by classical geodetic methods LW5102.and adjusted by the National Geodetic Survey in June 1998. LW5102 LW5102.The orthometric height was scaled from a topographic map. LW5102 LW5102.The Laplace correction was computed from DEFLEC99 derived deflections. LW5102 LW5102.The geoid height was determined by GEOID99. LW5102 LW5102; North East Units Scale Converg. LW5102;SPC MA M - 847,450.076 243,368.795 MT 0.99998050 +0 21 03.4 LW5102;SPC MA M - 2,780,342.46 798,452.45 sFT 0.99998050 +0 21 03.4 LW5102;UTM 19 - 4,637,920.081 335,904.027 MT 0.99993136 -1 19 13.3 LW5102 LW5102 SUPERSEDED SURVEY CONTROL LW5102 LW5102 NAD 83(1992)- 41 52 34.26504(N) 070 58 39.14771(W) AD( ) 3 LW5102 NAD 83(1986)- 41 52 34.26363(N) 070 58 39.14346(W) AD( ) 3 LW5102 NAD 27 - 41 52 33.90000(N) 070 58 40.99600(W) AD( ) 3 LW5102 LW5102.Superseded values are not recommended for survey control. LW5102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5102.See file dsdata.txt to determine how the superseded data were derived. LW5102 LW5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3590437920(NAD 83) LW5102_MARKER: V = STONE MONUMENT LW5102_SETTING: 0 = UNSPECIFIED SETTING LW5102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LW5102 LW5102 HISTORY - Date Condition Report By LW5102 HISTORY - 1890 MONUMENTED CGS LW5102 HISTORY - 1962 GOOD CGS LW5102 HISTORY - 20030922 POOR USPSQD LW5102 LW5102 STATION DESCRIPTION LW5102 LW5102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WFD) LW5102'A ROUGH STONE SLAB 0.4 X 2.0 X 3.8 FEET, ROUGHLY POINTED AT LW5102'THE TOP, WITH AN L CARVED ON THE EAST AND A T ON THE WEST FACE, LW5102'LOCATED 10 FEET WEST OF THE CENTER OF BEARHOLE ROAD AND AT THE LW5102'SOUTH EDGE OF A SWAMPY AREA. LW5102' LW5102'TO REACH FROM THE JUNCTION OF BEARHOLE ROAD AND SOUTHWORTH LW5102'STREET, WHICH IS ABOUT 3/4 MILE SOUTHWEST OF NORTH LAKEVILLE, LW5102'GO SOUTH ON BEARHOLE ROAD FOR 0.15 MILE TO THE MONUMENT ON THE LW5102'RIGHT SHOULDER OF THE ROAD. LW5102 LW5102 STATION RECOVERY (2003) LW5102 LW5102'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5102'STONE IS TILTED SHARPLY TOWARD LOW AREA WITH EROSION OF SOIL NEAR LW5102'BASE. DESCRIPTION AS L CARVED ON STONE IS INCORRECT. THERE IS AN M LW5102'CARVED ON THE EAST SIDE AND A T CARVED ON THE WEST. NOTE THIS AREA LW5102'WAS PART OF THE TOWN OF MIDDLEBORO IN THE 1800'S. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW5070 *********************************************************************** LW5070 DESIGNATION - LE BARON LW5070 PID - LW5070 LW5070 STATE/COUNTY- MA/BRISTOL LW5070 USGS QUAD - LW5070 LW5070 *CURRENT SURVEY CONTROL LW5070 ___________________________________________________________________ LW5070* NAD 83(1996)- 41 51 57.50563(N) 070 58 34.76339(W) ADJUSTED LW5070* NAVD 88 - 47. (meters) 154. (feet) SCALED LW5070 ___________________________________________________________________ LW5070 LAPLACE CORR- 3.18 (seconds) DEFLEC99 LW5070 GEOID HEIGHT- -28.89 (meters) GEOID99 LW5070 LW5070 HORZ ORDER - THIRD LW5070 LW5070.The horizontal coordinates were established by classical geodetic methods LW5070.and adjusted by the National Geodetic Survey in June 1998. LW5070 LW5070.The orthometric height was scaled from a topographic map. LW5070 LW5070.The Laplace correction was computed from DEFLEC99 derived deflections. LW5070 LW5070.The geoid height was determined by GEOID99. LW5070 LW5070; North East Units Scale Converg. LW5070;SPC MA M - 846,316.552 243,476.872 MT 0.99998151 +0 21 06.4 LW5070;SPC MA M - 2,776,623.55 798,807.04 sFT 0.99998151 +0 21 06.4 LW5070;UTM 19 - 4,636,783.945 335,978.997 MT 0.99993106 -1 19 09.4 LW5070 LW5070: Primary Azimuth Mark Grid Az LW5070:SPC MA M - PRECINCT CONGREGATIONAL CHURCH 196 08 39.1 LW5070:UTM 19 - PRECINCT CONGREGATIONAL CHURCH 197 48 54.9 LW5070 LW5070|---------------------------------------------------------------------| LW5070| PID Reference Object Distance Geod. Az | LW5070| dddmmss.s | LW5070| LW5073 PRECINCT CONGREGATIONAL CHURCH APPROX. 1.1 KM 1962945.5 | LW5070|---------------------------------------------------------------------| LW5070 LW5070 SUPERSEDED SURVEY CONTROL LW5070 LW5070 NAD 83(1992)- 41 51 57.50406(N) 070 58 34.76243(W) AD( ) 3 LW5070 NAD 83(1986)- 41 51 57.50265(N) 070 58 34.75811(W) AD( ) 3 LW5070 NAD 27 - 41 51 57.13900(N) 070 58 36.61100(W) AD( ) 3 LW5070 LW5070.Superseded values are not recommended for survey control. LW5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5070.See file dsdata.txt to determine how the superseded data were derived. LW5070 LW5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3597936784(NAD 83) LW5070_MARKER: V = STONE MONUMENT LW5070_SETTING: 0 = UNSPECIFIED SETTING LW5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LW5070+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 LW5070 LW5070 HISTORY - Date Condition Report By LW5070 HISTORY - 1890 MONUMENTED CGS LW5070 HISTORY - 1933 GOOD CGS LW5070 HISTORY - 1962 GOOD CGS LW5070 HISTORY - 20030922 GOOD USPSQD LW5070 LW5070 STATION DESCRIPTION LW5070 LW5070'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (EEP) LW5070'STATION IS ON THE SUMMIT OF A WOODED HILL FROM WHICH PINE HAS LW5070'BEEN CUT AND WHICH IS NOW GROWING UP IN SCRUB OAK. THE STATION LW5070'MARK IS A MARBLE MONUMENT ABOUT 40 INCHES LONG, WITH A DRILL LW5070'HOLE IN THE TOP, AND WITH THE LETTERS MASS AND U.S. CUT IN THE LW5070'TOP. LW5070 LW5070 STATION RECOVERY (1933) LW5070 LW5070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KTA) LW5070'STATION IS IN EAST TAUNTON, THE SE SECTION OF THE TOWN OF LW5070'TAUNTON, ABOUT 1-1/2 MILES S OF THE TAUNTON BRANCH OF THE LW5070'RAILROAD AND ABOUT 1/2 MILE N OF THE FALL RIVER BRANCH, AT THE LW5070'SUMMIT OF A HILL ABOUT 200 FEET E OF A DIRT ROAD AT A POINT LW5070'WHERE A WOOD ROAD LEADS UP THE HILL FROM THE HIGHEST PART OF LW5070'THE DIRT ROAD. THE TOP OF THE HILL IS COVERED WITH SCRUB OAK LW5070'AND SMALL PATCHES OF GRASS. LW5070' LW5070'THE STATION MARK IS A MARBLE MONUMENT 5 INCHES SQUARE, LW5070'PROTRUDING 3 INCHES ABOVE THE GRASS WITH THE LETTERS MASS AND LW5070'U.S. CUT IN THE TOP AND A SMALL DRILL HOLE FOR THE CENTER. LW5070' LW5070'A TOWER 20 TO 30 FEET HIGH WOULD BE NECESSARY IN ORDER TO LW5070'OCCUPY THE STATION. LW5070' LW5070'NOTE--THE DIRT ROAD WHICH LEADS TO THIS STATION IS BEST LW5070'REACHED FROM THE TAUNTON-MIDDLEBORO ROAD, HIGHWAY 101, AT A LW5070'POINT S AND OPPOSITE THE SHELL GAS STATION OF FRANK T. ORRALL LW5070'WHICH IS ABOUT 5 MILES W OF MIDDLEBORO. LW5070 LW5070 STATION RECOVERY (1962) LW5070 LW5070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD) LW5070'RECOVERED IN GOOD CONDITION. THE HILL IS HEAVILY WOODED AND LW5070'THE MARK WAS COVERED WITH LEAF MOULD. LW5070' LW5070'TO REACH THE STATION FROM THE PRECINCT CONGREGATIONAL CHURCH LW5070'IN THE NORTHERN PART OF LAKEVILLE, GO NORTHEAST ON ROUTE 79 FOR LW5070'0.25 MILE TO A ROAD LEFT, TURN LEFT AND GO NORTH ON TURNER LW5070'STREET FOR 0.1 MILE TO A DIRT ROAD RIGHT, TURN RIGHT AND FOLLOW LW5070'HIGHSTONE ROAD NORTHERLY FOR 0.5 MILE TO THE TOP OF THE GRADE LW5070'AND A WOODS ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE WOODS LW5070'ROAD UPGRADE FOR 0.1 MILE TO THE TOP OF LE BARON HILL AND THE LW5070'STATION ON THE RIGHT, 30 FEET BEARING S 20 DEG E FROM THE LW5070'CENTER OF THE ROAD. LW5070 LW5070 STATION RECOVERY (2003) LW5070 LW5070'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5070'REVISE DIRESTIONS, SHELL GAS STATION DESCRIBED IN 1933 IS NO LONGER LW5070'THERE. STATION IS 50 YARDS NW OF THE EDGE OF LEBARON HILLS GOLF LW5070'COURSE. STATION PROTRUDE ABOUT 2 INCHES ABOVE THE GROUND IN WOODS OF LW5070'OAK AND WHITE PINE. MARK WAS FOUND COVERED WITH LEAVES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW5500 *********************************************************************** LW5500 DESIGNATION - LOCUST LW5500 PID - LW5500 LW5500 STATE/COUNTY- MA/BRISTOL LW5500 USGS QUAD - LW5500 LW5500 *CURRENT SURVEY CONTROL LW5500 ___________________________________________________________________ LW5500* NAD 83(1996)- 41 56 18.83337(N) 071 01 23.08436(W) ADJUSTED LW5500* NAVD 88 - 32.81 (+/-2cm) 107.6 (feet) VERTCON LW5500 ___________________________________________________________________ LW5500 LAPLACE CORR- 2.23 (seconds) DEFLEC99 LW5500 GEOID HEIGHT- -28.78 (meters) GEOID99 LW5500 LW5500 HORZ ORDER - SECOND LW5500 VERT ORDER - THIRD ? (See Below) LW5500 LW5500.The horizontal coordinates were established by classical geodetic methods LW5500.and adjusted by the National Geodetic Survey in June 1998. LW5500 LW5500.The NAVD 88 height was computed by applying the VERTCON shift value to LW5500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5500.The vertical order pertains to the superseded datum. LW5500 LW5500.The Laplace correction was computed from DEFLEC99 derived deflections. LW5500 LW5500.The geoid height was determined by GEOID99. LW5500 LW5500; North East Units Scale Converg. LW5500;SPC MA M - 854,356.269 239,550.056 MT 0.99997496 +0 19 13.3 LW5500;SPC MA M - 2,803,000.53 785,923.81 sFT 0.99997496 +0 19 13.3 LW5500;UTM 19 - 4,644,934.485 332,288.566 MT 0.99994612 -1 21 08.7 LW5500 LW5500 SUPERSEDED SURVEY CONTROL LW5500 LW5500 NAD 83(1992)- 41 56 18.83184(N) 071 01 23.08345(W) AD( ) 2 LW5500 NAD 83(1986)- 41 56 18.83137(N) 071 01 23.07986(W) AD( ) 2 LW5500 NGVD 29 (08/23/90) 33.06 (m) 108.5 (f) LEVELING 3 LW5500 LW5500.Superseded values are not recommended for survey control. LW5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5500.See file dsdata.txt to determine how the superseded data were derived. LW5500 LW5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3228944934(NAD 83) LW5500_MARKER: DE = TRAVERSE STATION DISK LW5500_SETTING: 0 = UNSPECIFIED SETTING LW5500_STAMPING: LOCUST LW5500_MARK LOGO: MAGS LW5500_MAGNETIC: N = NO MAGNETIC MATERIAL LW5500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LW5500 LW5500 HISTORY - Date Condition Report By LW5500 HISTORY - 1984 MONUMENTED MAGS LW5500 HISTORY - 20030922 MARK NOT FOUND USPSQD LW5500 LW5500 STATION DESCRIPTION LW5500 LW5500'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1984 LW5500'THE STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTHEAST OF THE TAUNTON LW5500'COMMON, SET IN THE CONCRETE SIDEWALK AT THE NORTHEAST CORNER OF THE LW5500'PLEASANT STREET BRIDGE OVER STATE ROUTE 24 AND IS IN THE TOWN OF LW5500'RAYNHAM. LW5500'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 44 AND STATE ROUTE LW5500'24 IN EAST TAUNTON, GO EAST ON ROUTE 44 FOR ABOUT 3.0 KM (1.85 MI) TO LW5500'A CROSSROAD. TURN LEFT AND GO NORTH ON LOCUST STREET FOR ABOUT 4.3 KM LW5500'(2.65 MI) TO A T-ROAD. TURN LEFT AND GO SOUTHWEST ON PLEASANT STREET LW5500'FOR 189 FEET TO THE STATION ON THE RIGHT. LW5500'THE STATION IS A DISK SET IN THE CONCRETE SIDEWALK AND IS 11.4 M LW5500'(37.4 FT) SOUTHWEST FROM THE FIRST CONCRETE RAILING POST FROM THE DIRT LW5500'SIDEWALK AND 4.6 M (15.1 FT) SOUTHEAST FROM THE SECOND CONCRETE LW5500'RAILING POST FROM THE DIRT SIDEWALK. LW5500 LW5500 STATION RECOVERY (2003) LW5500 LW5500'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5500'MARK LISTED AS BEING IN SIDEWALK. LOCATED HOLE AT COORDINATES WHERE LW5500'MARK MAY HAVE BEEN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW5504 *********************************************************************** LW5504 DESIGNATION - ORCHARD LW5504 PID - LW5504 LW5504 STATE/COUNTY- MA/BRISTOL LW5504 USGS QUAD - LW5504 LW5504 *CURRENT SURVEY CONTROL LW5504 ___________________________________________________________________ LW5504* NAD 83(1996)- 41 54 33.70850(N) 071 02 24.28197(W) ADJUSTED LW5504* NAVD 88 - 24.52 (+/-2cm) 80.4 (feet) VERTCON LW5504 ___________________________________________________________________ LW5504 LAPLACE CORR- 2.15 (seconds) DEFLEC99 LW5504 GEOID HEIGHT- -28.87 (meters) GEOID99 LW5504 LW5504 HORZ ORDER - SECOND LW5504 VERT ORDER - THIRD ? (See Below) LW5504 LW5504.The horizontal coordinates were established by classical geodetic methods LW5504.and adjusted by the National Geodetic Survey in June 1998. LW5504 LW5504.The NAVD 88 height was computed by applying the VERTCON shift value to LW5504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5504.The vertical order pertains to the superseded datum. LW5504 LW5504.The Laplace correction was computed from DEFLEC99 derived deflections. LW5504 LW5504.The geoid height was determined by GEOID99. LW5504 LW5504; North East Units Scale Converg. LW5504;SPC MA M - 851,105.204 238,157.839 MT 0.99997740 +0 18 32.2 LW5504;SPC MA M - 2,792,334.32 781,356.18 sFT 0.99997740 +0 18 32.2 LW5504;UTM 19 - 4,641,725.522 330,802.103 MT 0.99995228 -1 21 46.8 LW5504 LW5504 SUPERSEDED SURVEY CONTROL LW5504 LW5504 NAD 83(1992)- 41 54 33.70697(N) 071 02 24.28106(W) AD( ) 2 LW5504 NAD 83(1986)- 41 54 33.70635(N) 071 02 24.27708(W) AD( ) 2 LW5504 NGVD 29 (08/23/90) 24.77 (m) 81.3 (f) LEVELING 3 LW5504 LW5504.Superseded values are not recommended for survey control. LW5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5504.See file dsdata.txt to determine how the superseded data were derived. LW5504 LW5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3080241726(NAD 83) LW5504_MARKER: DE = TRAVERSE STATION DISK LW5504_SETTING: 0 = UNSPECIFIED SETTING LW5504_STAMPING: ORCHARD LW5504_MARK LOGO: MAGS LW5504_MAGNETIC: N = NO MAGNETIC MATERIAL LW5504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LW5504 LW5504 HISTORY - Date Condition Report By LW5504 HISTORY - 1984 MONUMENTED MAGS LW5504 HISTORY - 19900925 GOOD MAGS LW5504 HISTORY - 20030922 MARK NOT FOUND USPSQD LW5504 LW5504 STATION DESCRIPTION LW5504 LW5504'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1984 LW5504'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) EAST OF THE TAUNTON LW5504'COMMON, 0.4 KM (0.25 MI) NORTHEAST OF THE JUNCTION OF US ROUTE 44 AND LW5504'STATE ROUTE 24, SET IN THE CONCRETE SIDEWALK AT THE SOUTHWEST CORNER LW5504'OF THE ORCHARD STREET BRIDGE OVER ROUTE 24 AND IS IN THE TOWN OF LW5504'RAYNHAM. LW5504'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 44 AND STATE ROUTE LW5504'24 IN EAST TAUNTON, GO EAST ON ROUTE 44 FOR ABOUT 0.2 KM (0.10 MI) TO LW5504'A CROSSROAD. TURN LEFT AND GO NORTH ON ORCHARD STREET FOR ABOUT 0.4 KM LW5504'(0.25 MI) TO THE STATION ON THE LEFT. LW5504'THE STATION IS A DISK SET IN THE SIDEWALK AND IS 14.6 M (47.9 FT) LW5504'NORTH OF THE SOUTH END OF THE BRIDGE AND 0.9 M (3.0 FT) WEST OF THE LW5504'FACE OF THE CURB. LW5504 LW5504 STATION RECOVERY (1990) LW5504 LW5504'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1990 LW5504'RECOVERED IN GOOD CONDITION. LW5504 LW5504 STATION RECOVERY (2003) LW5504 LW5504'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5504'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW5360 *********************************************************************** LW5360 DESIGNATION - RAYNHAM LOCUST STREET TANK LW5360 PID - LW5360 LW5360 STATE/COUNTY- MA/BRISTOL LW5360 USGS QUAD - LW5360 LW5360 *CURRENT SURVEY CONTROL LW5360 ___________________________________________________________________ LW5360* NAD 83(1996)- 41 55 35.53890(N) 071 01 16.67770(W) ADJUSTED LW5360* NAVD 88 - 30. (meters) 98. (feet) SCALED LW5360 ___________________________________________________________________ LW5360 LAPLACE CORR- 2.21 (seconds) DEFLEC99 LW5360 GEOID HEIGHT- -28.80 (meters) GEOID99 LW5360 LW5360 HORZ ORDER - THIRD LW5360 LW5360.The horizontal coordinates were established by classical geodetic methods LW5360.and adjusted by the National Geodetic Survey in June 1998. LW5360.No horizontal observational check was made to the station. LW5360 LW5360.The orthometric height was scaled from a topographic map. LW5360 LW5360.The Laplace correction was computed from DEFLEC99 derived deflections. LW5360 LW5360.The geoid height was determined by GEOID99. LW5360 LW5360; North East Units Scale Converg. LW5360;SPC MA M - 853,021.371 239,705.132 MT 0.99997593 +0 19 17.6 LW5360;SPC MA M - 2,798,620.95 786,432.59 sFT 0.99997593 +0 19 17.6 LW5360;UTM 19 - 4,643,595.669 332,404.608 MT 0.99994564 -1 21 03.2 LW5360 LW5360 SUPERSEDED SURVEY CONTROL LW5360 LW5360 NAD 83(1992)- 41 55 35.53756(N) 071 01 16.67679(W) AD( ) 4 LW5360 NAD 83(1986)- 41 55 35.52788(N) 071 01 16.67431(W) AD( ) 4 LW5360 LW5360.Superseded values are not recommended for survey control. LW5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5360.See file dsdata.txt to determine how the superseded data were derived. LW5360 LW5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3240543596(NAD 83) LW5360_MARKER: 51 = TANK LW5360_MARK LOGO: MAGS LW5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW5360+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 LW5360 LW5360 HISTORY - Date Condition Report By LW5360 HISTORY - 1983 FIRST OBSERVED MAGS LW5360 HISTORY - 20030922 GOOD USPSQD LW5360 LW5360 STATION DESCRIPTION LW5360 LW5360'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1983 LW5360'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) EAST-NORTHEAST OF THE LW5360'TAUNTON COMMON, 2.3 KM (1.45 MI) SOUTH OF THE JUNCTION OF I-495 AND LW5360'STATE ROUTE 24 AND ON THE WEST SIDE OF LOCUST STREET. LW5360'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK. LW5360 LW5360 STATION RECOVERY (2003) LW5360 LW5360'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW5360'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LW1951 *********************************************************************** LW1951 DESIGNATION - SOUTH RAYNHAM BAPTIST CHURCH LW1951 PID - LW1951 LW1951 STATE/COUNTY- MA/BRISTOL LW1951 USGS QUAD - LW1951 LW1951 *CURRENT SURVEY CONTROL LW1951 ___________________________________________________________________ LW1951* NAD 83(1996)- 41 53 52.04281(N) 071 00 11.38897(W) ADJUSTED LW1951* NAVD 88 - 20. (meters) 66. (feet) SCALED LW1951 ___________________________________________________________________ LW1951 LAPLACE CORR- 2.59 (seconds) DEFLEC99 LW1951 GEOID HEIGHT- -28.86 (meters) GEOID99 LW1951 LW1951 HORZ ORDER - THIRD LW1951 LW1951.The horizontal coordinates were established by classical geodetic methods LW1951.and adjusted by the National Geodetic Survey in June 1998. LW1951 LW1951.The orthometric height was scaled from a topographic map. LW1951 LW1951.The Laplace correction was computed from DEFLEC99 derived deflections. LW1951 LW1951.The geoid height was determined by GEOID99. LW1951 LW1951; North East Units Scale Converg. LW1951;SPC MA M - 849,836.913 241,227.959 MT 0.99997844 +0 20 01.5 LW1951;SPC MA M - 2,788,173.27 791,428.73 sFT 0.99997844 +0 20 01.5 LW1951;UTM 19 - 4,640,368.243 333,833.816 MT 0.99993977 -1 20 16.9 LW1951 LW1951: Primary Azimuth Mark Grid Az LW1951:SPC MA M - BRIDGEWATER WATER WORKS 014 07 40.7 LW1951:UTM 19 - BRIDGEWATER WATER WORKS 015 47 59.1 LW1951 LW1951|---------------------------------------------------------------------| LW1951| PID Reference Object Distance Geod. Az | LW1951| dddmmss.s | LW1951| MY4293 BRIDGEWATER WATER WORKS APPROX.12.3 KM 0142742.2 | LW1951| LW5118 LAKEVILLE MIDDLEBORO TAUNTON APPROX. 1.6 KM 0570509.2 | LW1951| LW5117 MIDDLEBORO WATER WORKS APPROX. 7.3 KM 0923250.7 | LW1951| LW5095 TAUNTON CORNER 46 330.644 METERS 10735 | LW1951| LW2064 BERKLEY LAKEVILLE TAUNTON COR APPROX. 6.6 KM 1830522.1 | LW1951| LW1960 RAYNHAM TAUNTON CORNER 7 APPROX. 1.1 KM 2200315.3 | LW1951| LW1938 CORN PEG 303.028 METERS 35445 | LW1951|---------------------------------------------------------------------| LW1951 LW1951 SUPERSEDED SURVEY CONTROL LW1951 LW1951 NAD 83(1992)- 41 53 52.04125(N) 071 00 11.38803(W) AD( ) 3 LW1951 NAD 83(1986)- 41 53 52.03952(N) 071 00 11.38391(W) AD( ) 3 LW1951 NAD 27 - 41 53 51.68400(N) 071 00 13.22800(W) AD( ) 3 LW1951 LW1951.Superseded values are not recommended for survey control. LW1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW1951.See file dsdata.txt to determine how the superseded data were derived. LW1951 LW1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3383440368(NAD 83) LW1951_MARKER: 82 = FINIAL LW1951_SETTING: 0 = UNSPECIFIED SETTING LW1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW1951+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 LW1951 LW1951 HISTORY - Date Condition Report By LW1951 HISTORY - UNK FIRST OBSERVED LW1951 HISTORY - 1890 GOOD CGS LW1951 HISTORY - 1933 SEE DESCRIPTION CGS LW1951 HISTORY - 1962 SEE DESCRIPTION CGS LW1951 HISTORY - 19891115 GOOD MAGS LW1951 HISTORY - 20030918 GOOD USPSQD LW1951 LW1951 STATION DESCRIPTION LW1951 LW1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JBT) LW1951'STATION IS IN THE SOUTHEASTERN PART OF THE TOWN, ON THE WESTERLY LW1951'SIDE OF ROBINSONS BRIDGE ROAD AND ABOUT 480 METERS (1,575 FEET) LW1951'N OF ROBINSONS BRIDGE. THE CHURCH IS A 1 1/2-STORY WOODEN LW1951'BUILDING, PAINTED WHITE AND HAVING GREEN BLINDS. IT HAS A SQUARE LW1951'TOWER ON THE SOUTHERLY END AND ABOVE THIS A SMALLER SQUARE TOWER, LW1951'THE BELFRY, 7 FEET SQUARE AND 8 FEET HIGH, WITH ONE LARGE BLIND LW1951'IN EACH SIDE, SURMOUNTED BY A SHORT SLIM OCTAGONAL SPIRE WITH A LW1951'WOODEN BALL AND VANE. THE STATION IS THE WOODEN BALL. IT IS LW1951'ALSO MARKED BY A TACK IN THE CENTER OF A TRIANGLE CUT IN THE LW1951'CEILING OF THE BELFRY. LW1951 LW1951 STATION RECOVERY (1933) LW1951 LW1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KTA) LW1951'STATION IS IN ABOUT THE SE SECTION OF THE TOWN OF RAYNHAM, ON LW1951'THE WESTERLY SIDE OF CHURCH STREET, OR ROBINSONS BRIDGE ROAD, LW1951'AND NORTHERLY OF DEAN STREET, A 1 1/2-STORY WOODEN CLAPBOARD LW1951'CHURCH, PAINTED WHITE IN 1933 AND BUILT ABOUT 1850. RISING OVER LW1951'THE SOUTHERLY END, THERE IS A SQUARE TOWER WITH A SMALLER SQUARE LW1951'BELFRY TOWER ABOVE, ABOUT 7 FEET SQUARE AND 8 FEET HIGH AND WITH LW1951'A LARGE GREEN BLIND IN EACH FACE. THE BELFRY IS SURMOUNTED BY LW1951'A SHORT SLENDER WOODEN-SHINGLED OCTAGONAL SPIRE, CAPPED WITH A LW1951'WOODEN BALL AND A WIND VANE. THERE WAS A TACK IN THE CENTER LW1951'OF A TRIANGLE CUT IN THE CEILING OF THE BELFRY BUT IT WAS NOT LW1951'FOUND. LW1951' LW1951'THE STATION IS THE WOODEN BALL, WHICH IS NOT VERY PROMINENT. LW1951 LW1951 STATION RECOVERY (1962) LW1951 LW1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD) LW1951'RECOVERED AS DESCRIBED IN 1933. LW1951 LW1951 STATION RECOVERY (1989) LW1951 LW1951'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1989 LW1951'RECOVERED IN GOOD CONDITION. LW1951 LW1951 STATION RECOVERY (2003) LW1951 LW1951'RECOVERY NOTE BY US POWER SQUADRON 2003 (JM) LW1951'WOODEN BALL DESCRIBED AS THE STATION IS NO LONGER ON THE SPIRE. BALL LW1951'AND VANE IS REPLACED BY NEW WIND VANE ATOP SPIRE AS DESCRIBED. LW1951'BUILDING HAS NEW WHITE VINAL SIDING WITH NO BLINDS ON THE WINDOWS. LW1951'WHAT WAS PREVIOUSLY DESCRIBED AS BLINDS ON THE TOWER ARE LOUVERS AND LW1951'ARE PAINTED BLACK. UNABLE TO GAIN ACCESS TO BUILDING TO INSPECT LW1951'CEILING OF BELFREY. LW1951'BUILDING IN EXCELLENT CONDITION.