1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LW4899 *********************************************************************** LW4899 DESIGNATION - BAREKNEED ROCK BEACON LW4899 PID - LW4899 LW4899 STATE/COUNTY- MA/BRISTOL LW4899 USGS QUAD - LW4899 LW4899 *CURRENT SURVEY CONTROL LW4899 ___________________________________________________________________ LW4899* NAD 83(1996)- 41 33 19.66484(N) 070 55 54.82555(W) ADJUSTED LW4899* NAVD 88 - LW4899 ___________________________________________________________________ LW4899 LAPLACE CORR- 4.09 (seconds) DEFLEC99 LW4899 GEOID HEIGHT- -29.33 (meters) GEOID03 LW4899 LW4899 HORZ ORDER - THIRD LW4899 LW4899.The horizontal coordinates were established by classical geodetic methods LW4899.and adjusted by the National Geodetic Survey in June 1998. LW4899 LW4899 LW4899.The Laplace correction was computed from DEFLEC99 derived deflections. LW4899 LW4899.The geoid height was determined by GEOID03. LW4899 LW4899; North East Units Scale Factor Converg. LW4899;SPC MA M - 811,853.081 247,394.968 MT 1.00002750 +0 22 53.8 LW4899;SPC MA M - 2,663,554.65 811,661.66 sFT 1.00002750 +0 22 53.8 LW4899;UTM 19 - 4,602,223.727 338,892.533 MT 0.99991942 -1 16 54.4 LW4899 LW4899 SUPERSEDED SURVEY CONTROL LW4899 LW4899 NAD 83(1992)- 41 33 19.66286(N) 070 55 54.82454(W) AD( ) 4 LW4899 NAD 83(1986)- 41 33 19.66366(N) 070 55 54.82544(W) AD( ) 4 LW4899 NAD 27 - 41 33 19.28700(N) 070 55 56.69500(W) AD( ) 3 LW4899 LW4899.Superseded values are not recommended for survey control. LW4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW4899.See file dsdata.txt to determine how the superseded data were derived. LW4899 LW4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3889302224(NAD 83) LW4899_MARKER: 16 = DAYBEACON LW4899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LW4899+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005 LW4899 LW4899 HISTORY - Date Condition Report By LW4899 HISTORY - 1934 FIRST OBSERVED CGS LW4899 HISTORY - 20050921 GOOD USPSQD LW4899 LW4899 STATION DESCRIPTION LW4899 LW4899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP) LW4899'THIS IS AN INTERSECTION STATION, THIRD ORDER. IT IS THE CENTER LW4899'OF AN IRON SPINDLE WHICH IS SURMOUNTED BY A BLACK, HORIZONTAL LW4899'CROSS. STATION IS ON THE WESTERN SIDE OF THE APPROACH TO THE LW4899'NEW BEDFORD HARBOR, ABOUT 1.0 MILE N OF ROUND HILL POINT. SPINDLE LW4899'IS 32 FEET HIGH. LW4899 LW4899 STATION RECOVERY (2005) LW4899 LW4899'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAM) LW4899'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LW0669 *********************************************************************** LW0669 DESIGNATION - GOOSE LW0669 PID - LW0669 LW0669 STATE/COUNTY- MA/BRISTOL LW0669 USGS QUAD - WESTPORT (1977) LW0669 LW0669 *CURRENT SURVEY CONTROL LW0669 ___________________________________________________________________ LW0669* NAD 83(1996)- 41 29 05.17680(N) 071 02 16.55057(W) ADJUSTED LW0669* NAVD 88 - 3.27 (+/-2cm) 10.7 (feet) VERTCON LW0669 ___________________________________________________________________ LW0669 LAPLACE CORR- 3.72 (seconds) DEFLEC99 LW0669 GEOID HEIGHT- -29.62 (meters) GEOID03 LW0669 LW0669 HORZ ORDER - SECOND LW0669 VERT ORDER - SECOND CLASS 0 (See Below) LW0669 LW0669.The horizontal coordinates were established by classical geodetic methods LW0669.and adjusted by the National Geodetic Survey in June 1998. LW0669 LW0669.The NAVD 88 height was computed by applying the VERTCON shift value to LW0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW0669.The vertical order pertains to the NGVD 29 superseded value. LW0669 LW0669.The Laplace correction was computed from DEFLEC99 derived deflections. LW0669 LW0669.The geoid height was determined by GEOID03. LW0669 LW0669; North East Units Scale Factor Converg. LW0669;SPC MA M - 803,948.267 238,591.485 MT 1.00004202 +0 18 37.4 LW0669;SPC MA M - 2,637,620.27 782,778.90 sFT 1.00004202 +0 18 37.4 LW0669;SPC MA I - 53,977.686 455,074.612 MT 1.00000004 -0 21 20.2 LW0669;SPC MA I - 177,091.79 1,493,023.96 sFT 1.00000004 -0 21 20.2 LW0669;SPC RI - 44,686.264 138,589.863 MT 1.00001207 +0 18 21.9 LW0669;UTM 19 - 4,594,578.318 329,864.356 MT 0.99995623 -1 21 01.0 LW0669 LW0669! - Elev Factor x Scale Factor = Combined Factor LW0669!SPC MA M - 1.00000413 x 1.00004202 = 1.00004615 LW0669!SPC MA I - 1.00000413 x 1.00000004 = 1.00000417 LW0669!SPC RI - 1.00000413 x 1.00001207 = 1.00001620 LW0669!UTM 19 - 1.00000413 x 0.99995623 = 0.99996036 LW0669 LW0669: Primary Azimuth Mark Grid Az LW0669:SPC MA M - OLD COCK BEACON 171 50 02.3 LW0669:SPC MA I - OLD COCK BEACON 172 29 59.9 LW0669:SPC RI - OLD COCK BEACON 171 50 17.8 LW0669:UTM 19 - OLD COCK BEACON 173 29 40.7 LW0669 LW0669|---------------------------------------------------------------------| LW0669| PID Reference Object Distance Geod. Az | LW0669| dddmmss.s | LW0669| LW2783 GOOSEBERRY NECK 43.818 METERS 02736 | LW0669| LW2785 B 2/1 S 2/1 1943 39.685 METERS 03031 | LW0669| LW2784 B 3/2 S 3/2 1943 38.957 METERS 03341 | LW0669| LW4904 MISHAUM DETECTION TOWER APPROX. 7.8 KM 0625523.2 | LW0669| CB7735 GOOSEBERRY NECK RM 2 25.908 METERS 11706 | LW0669| CB7732 GOOSE RM 3 25.911 METERS 11706 | LW0669| LW2771 OLD COCK BEACON APPROX. 2.5 KM 1720839.7 | LW0669| CB7733 GOOSEBERRY NECK OP 1 29207 | LW0669| LW2786 B 5/10 S 5/10 1943 75.331 METERS 31524 | LW0669| LW2787 B 5/11 S 5/11 1943 47.370 METERS 32735 | LW0669|---------------------------------------------------------------------| LW0669 LW0669 SUPERSEDED SURVEY CONTROL LW0669 LW0669 NAD 83(1992)- 41 29 05.17463(N) 071 02 16.54974(W) AD( ) 2 LW0669 NAD 83(1986)- 41 29 05.17586(N) 071 02 16.54912(W) AD( ) 2 LW0669 NAD 27 - 41 29 04.80100(N) 071 02 18.40700(W) AD( ) 2 LW0669 NGVD 29 (??/??/92) 3.500 (m) 11.48 (f) ADJ UNCH 2 0 LW0669 LW0669.Superseded values are not recommended for survey control. LW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW0669.See file dsdata.txt to determine how the superseded data were derived. LW0669 LW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF2986494578(NAD 83) LW0669_MARKER: DS = TRIANGULATION STATION DISK LW0669_SETTING: 80 = SET IN A BOULDER LW0669_SP_SET: BOULDER LW0669_STAMPING: GOOSE 1943 LW0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LW0669+STABILITY: SURFACE MOTION LW0669 LW0669 HISTORY - Date Condition Report By LW0669 HISTORY - 1943 MONUMENTED CGS LW0669 HISTORY - 1943 GOOD CGS LW0669 HISTORY - 1956 GOOD CGS LW0669 HISTORY - 1962 GOOD CGS LW0669 HISTORY - 1963 GOOD CGS LW0669 HISTORY - 1967 MARK NOT FOUND CGS LW0669 HISTORY - 1976 GOOD USCG LW0669 HISTORY - 20050901 MARK NOT FOUND USPSQD LW0669 LW0669 STATION DESCRIPTION LW0669 LW0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN) LW0669'THE STATION IS LOCATED ON THE MILITARY RESERVATION AT GOOSEBERRY LW0669'NECK. IT IS 149 FT. S-SE OF THE SE CORNER OF THE CONCRETE LW0669'FIRE-CONTROL TOWER, 110 FT. W-SW OF THE SW CORNER OF THE E FIRE LW0669'CONTROL BUILDING, AND 71 FT. N OF THE FENCE. IT IS STAMPED GOOSE LW0669'1943 AND PROJECTS ABOUT 5 IN. LW0669' LW0669'REFERENCE MARK 1 IS NW OF THE STATION. (THIS IS AN OLD TRAVERSE LW0669'STATION, AND THE ARROW POINT IS TOWARDS STATION GOOSEBERRY NECK LW0669'(U.S.E.) WHICH IS NOW UNDER THE E FIRE-CONTROL BUILDING.) IT IS LW0669'STAMPED GOOSEBERRY NECK OP NO 1 1940 ARMY AND PROJECTS ABOUT 4 IN. LW0669' LW0669'REFERENCE MARK 2 IS E-SE OF THE STATION, AND ABOUT 25 FT. N OF THE LW0669'FENCE. (THIS IS ONE OF THE REFERENCE MARKS FOR THE OLD STATION LW0669'GOOSEBERRY NECK (U.S.E.) WHICH IS NOW UNDER THE E FIRE-CONTROL LW0669'BUILDING.) IT IS STAMPED GOOSEBERRY NECK NO 2 1934 ARMY AND LW0669'PROJECTS ABOUT 4 FT. LW0669' LW0669'THE AZIMUTH MARK IS THE OLD COCK BEACON, WHICH IS ABOUT 1/2 MI. S LW0669'OF THE STATION, ON TOP OF A SMALL ROCK THAT IS AWASH MOST OF THE LW0669'TIME. IT IS A ROD OR POLE, ABOUT 10 FT. HIGH, AND THE POINT LW0669'OBSERVED UPON, IS THE CENTER OF LIGHT NEAR THE TOP OF THE ROD. LW0669' LW0669'THE LITTLE SOUTHWEST ROCK BEACON IS ALSO A GOOD AZIMUTH MARK. IT LW0669'IS ABOUT 1/4 MI. SW OF THE STATION, AND IS A ROD OR POLE ABOUT 10 LW0669'FT. HIGH, SIMILAR TO THE OLD COCK BEACON. THE POINT OBSERVED LW0669'UPON, IS THE TOP OF THE ROD. LW0669 LW0669 STATION RECOVERY (1943) LW0669 LW0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 LW0669'AT GOOSEBERRY NECK. LW0669'AT GOOSEBERRY NECK, 149 FEET SOUTH OF THE SOUTHEAST CORNER OF A LW0669'CONCRETE FIRE-CONTROL BUILDING, 110 FEET WEST-SOUTHWEST OF THE LW0669'SOUTHWEST CORNER OF THE EAST FIRE-CONTROL BUILDING, 71 FEET LW0669'NORTH OF THE SOUTH FENCE, AND IN THE TOP OF A BOULDER. LW0669 LW0669 STATION RECOVERY (1956) LW0669 LW0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) LW0669'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN LW0669'GOOD CONDITION. THE DISTANCES TO THE REFERENCE MARKS WERE LW0669'VERIFIED. THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE LW0669'FOLLOWING CORRECTION. LW0669 LW0669 STATION RECOVERY (1962) LW0669 LW0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW) LW0669'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE LW0669'RECOVERED IN GOOD CONDITION. THE DISTANCES AND ANGLES TO THE LW0669'REFERENCE MARKS WERE VERIFIED. THE ORIGINAL DESCRIPTION IS LW0669'ADEQUATE WITH THE FOLLOWING ADDITIONS-- LW0669' LW0669'THE MILITARY RESERVATION IS ABANDONED AND STRUCTURES ARE LW0669'DETERIORATING. THE STATION IS STAMPED GOOSE 1943. RM 1 IS LW0669'STAMPED GOOSEBERRY NECK OP NO. 1 1940 ARMY AND PROJECTS 4 INCHES. LW0669'RM 2 IS STAMPED GOOSEBERRY NECK NO. 2 1934 ARMY. LW0669 LW0669 STATION RECOVERY (1963) LW0669 LW0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD) LW0669'STATION MARK AND RM 1 (GOOSEBERRY NECK OP NO. 1 ARMY 1940) WERE LW0669'RECOVERED IN GOOD CONDITION. RM 3 WAS SET IN THE SAME HOLE THAT LW0669'HAD CONTAINED RM 2 FOR GOOSEBERRY NECK (USE), WHICH WAS ALSO USED LW0669'FOR RM 2 FOR GOOSE, BUT THE ARROW NOW POINTS TO STATION GOOSE. LW0669' LW0669'STATION MARK IS A STANDARD DISK STAMPED GOOSE 1943 SET IN A DRILL LW0669'HOLE IN A BOULDER THAT PROJECTS 5 INCHES. IT IS 149 FEET SOUTH OF LW0669'THE SOUTHEAST CORNER OF THE CENTER ONE OF 3 FIRE CONTROL TOWERS, LW0669'110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST FIRE LW0669'CONTROL TOWER AND 3 FEET EAST OF A WITNESS POST. LW0669' LW0669'RM 1 IS A STANDARD REFERENCE DISK STAMPED GOOSEBERRY NECK OP NO 1 LW0669'ARMY 1940, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT LW0669'PROJECTS 3 INCHES, THE ARROW POINTS TO STATION GOOSEBERRY NECK LW0669'(USE) 1934. LW0669' LW0669'RM 3 IS A STANDARD DISK SET IN THE TOP OF A 15X15 FOOT BOULDER LW0669'THAT PROJECTS 4 FEET AND IS ABOUT 25 FEET NORTH OF THE REMAINS OF LW0669'A FALLEN METAL FENCE. LW0669' LW0669'GOOSEBERRY NECK (USE) IS AN ARMY MAP CONTROL DISK WITH NO STAMPING LW0669'SET IN A DRILL HOLE IN A BOULDER THAT IS ACCESSIBLE THROUGH A LW0669'1.5X1.5-FOOT SQUARE HOLE IN THE CONCRETE FLOOR OF THE EASTERN LW0669'CONTROL TOWER, 3.5 FEET NORTHEAST OF THE NORTHEAST CONCRETE POST LW0669'SUPPORTING THE CONTROL ROOM, AND 1.5 FEET BENEATH THE LEVEL OF THE LW0669'FLOOR. ONLY THE CONCRETE-WORK REMAINS OF THE CONTROL TOWER. LW0669 LW0669 STATION RECOVERY (1967) LW0669 LW0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CHO) LW0669'I.R.R., 1956, RECOVERED STATION AND R.M.S 1 AND 2 -- DESCRIPTIONS LW0669'P. 36. LW0669' LW0669'COL. E.K. STEVENS AND C.H.O. COMBED THIS AREA FOR 1-1/2 HOURS. LW0669'FOUND STANDARD BRONZE DISK, STAMPED R M 3 GOOSE 1943 ABOUT 175 LW0669'FT. SE OF EASTERNMOST SKELETON CONCRETE FIRE CONTROL TOWER. ARROW LW0669'POINTS WNW, A DIRECTION WHICH LIES TO THE SOUTH OF ALL THREE FIRE LW0669'CONTROL TOWERS -- FOLLOWED ARROW A REASONABLE DISTANCE BUT FOUND LW0669'NO TRACE OF GOOSE. R.M. 3 IS SET IN THE TOP OF OUTCROPPING ROCK. LW0669' LW0669'IN DESCRIPTIONS 511, PP. 31 AND 36, I FIND NO RECORD OF R.M. 3 -- LW0669'ONLY R.M.S 1 AND 2. WE RUBBED THE 3 WITH A RAG BUT IT STILL LW0669'APPEARED LIKE A CLEANCUT 3. LW0669' LW0669'IN F.N. 1943 DESCRIPTION, P. 31, THIRD PARAGRAPH, R.M. 2 ... LW0669'ABOUT 25 FT. N OF THE FENCE. THERE IS NO EAST-WEST FENCE IN THIS LW0669'AREA, TODAY. LW0669' LW0669'NET RESULT--NON-RECOVERY OF STATION AND R.M.S 1 AND 2. LW0669 LW0669 STATION RECOVERY (1976) LW0669 LW0669'RECOVERY NOTE BY US COAST GUARD 1976 (GJH) LW0669'GOOSE 1943 GOOD LW0669' LW0669'RM 1 AND RM 3 LW0669' LW0669'RECOVERED IN GOOD CONDITION, DESCRIPTION OF W.F.D. IN 1963 IS ADEQUATE LW0669 LW0669 STATION RECOVERY (2005) LW0669 LW0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAM) LW0669'STTION BENEATH CONCRETE FLOOR AND THEREFORE NOT OBSERVED. BUILDING IS LW0669'IN SERIUS DISREPAIR. CONSIDERABLE VANDALISM EVIDENT. FLOOR IS LW0669'LITTERED WITH BROKEN CEMENT BLOCKS, VEGITATION AND OTHER TRASH. IN LW0669'SPITE OF CONDITION IT CAN EASILY BE OBSERVED BY SATELLITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LW2783 *********************************************************************** LW2783 DESIGNATION - GOOSEBERRY NECK LW2783 PID - LW2783 LW2783 STATE/COUNTY- MA/BRISTOL LW2783 USGS QUAD - WESTPORT (1977) LW2783 LW2783 *CURRENT SURVEY CONTROL LW2783 ___________________________________________________________________ LW2783* NAD 83(1996)- 41 29 06.43539(N) 071 02 15.67528(W) ADJUSTED LW2783* NAVD 88 - 3. (meters) 10. (feet) SCALED LW2783 ___________________________________________________________________ LW2783 LAPLACE CORR- 3.72 (seconds) DEFLEC99 LW2783 GEOID HEIGHT- -29.62 (meters) GEOID03 LW2783 LW2783 HORZ ORDER - SECOND LW2783 LW2783.The horizontal coordinates were established by classical geodetic methods LW2783.and adjusted by the National Geodetic Survey in June 1998. LW2783 LW2783.The orthometric height was scaled from a topographic map. LW2783 LW2783.The Laplace correction was computed from DEFLEC99 derived deflections. LW2783 LW2783.The geoid height was determined by GEOID03. LW2783 LW2783; North East Units Scale Factor Converg. LW2783;SPC MA M - 803,987.207 238,611.580 MT 1.00004194 +0 18 38.0 LW2783;SPC MA M - 2,637,748.03 782,844.83 sFT 1.00004194 +0 18 38.0 LW2783;SPC MA I - 54,016.388 455,095.159 MT 1.00000005 -0 21 19.7 LW2783;SPC MA I - 177,218.77 1,493,091.37 sFT 1.00000005 -0 21 19.7 LW2783;SPC RI - 44,725.201 138,609.961 MT 1.00001209 +0 18 22.5 LW2783;UTM 19 - 4,594,616.656 329,885.570 MT 0.99995614 -1 21 00.5 LW2783 LW2783! - Elev Factor x Scale Factor = Combined Factor LW2783!SPC MA M - 1.00000421 x 1.00004194 = 1.00004615 LW2783!SPC MA I - 1.00000421 x 1.00000005 = 1.00000426 LW2783!SPC RI - 1.00000421 x 1.00001209 = 1.00001630 LW2783!UTM 19 - 1.00000421 x 0.99995614 = 0.99996035 LW2783 LW2783: Primary Azimuth Mark Grid Az LW2783:SPC MA M - WESTPORT HARBOR WATER TANK 297 37 06.5 LW2783:SPC MA I - WESTPORT HARBOR WATER TANK 298 17 04.2 LW2783:SPC RI - WESTPORT HARBOR WATER TANK 297 37 22.0 LW2783:UTM 19 - WESTPORT HARBOR WATER TANK 299 16 45.0 LW2783 LW2783|---------------------------------------------------------------------| LW2783| PID Reference Object Distance Geod. Az | LW2783| dddmmss.s | LW2783| CB7736 GOOSEBERRY NECK RM 1 61.781 METERS 05952 | LW2783| LW2771 OLD COCK BEACON APPROX. 2.5 KM 1724302.4 | LW2783| CB7735 GOOSEBERRY NECK RM 2 50.720 METERS 17651 | LW2783| LW2769 LITTLE SOUTHWEST ROCK BEACON APPROX. 1.0 KM 2082144.7 | LW2783| LW2777 TWO MILE ROCK BEACON APPROX. 3.3 KM 2835257.8 | LW2783| LW2147 WESTPORT HARBOR WATER TANK APPROX. 5.4 KM 2975544.5 | LW2783| LW2781 GOOSEBERRY NECK 2 419.962 METERS 3534147.2 | LW2783|---------------------------------------------------------------------| LW2783 LW2783 SUPERSEDED SURVEY CONTROL LW2783 LW2783 NAD 83(1992)- 41 29 06.43322(N) 071 02 15.67445(W) AD( ) 2 LW2783 NAD 83(1986)- 41 29 06.43442(N) 071 02 15.67384(W) AD( ) 2 LW2783 NAD 27 - 41 29 06.06000(N) 071 02 17.53200(W) AD( ) 2 LW2783 LW2783.Superseded values are not recommended for survey control. LW2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2783.See file dsdata.txt to determine how the superseded data were derived. LW2783 LW2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF2988694617(NAD 83) LW2783_MARKER: DS = TRIANGULATION STATION DISK LW2783_SETTING: 66 = SET IN ROCK OUTCROP LW2783_SP_SET: SET IN ROCK OUTCROP LW2783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LW2783+STABILITY: POSITION/ELEVATION WELL LW2783 LW2783 HISTORY - Date Condition Report By LW2783 HISTORY - 1934 MONUMENTED USE LW2783 HISTORY - 1940 GOOD CGS LW2783 HISTORY - 1943 SEE DESCRIPTION CGS LW2783 HISTORY - 1956 GOOD CGS LW2783 HISTORY - 1956 MARK NOT FOUND CGS LW2783 HISTORY - 1963 GOOD CGS LW2783 HISTORY - 20050901 POOR USPSQD LW2783 LW2783 STATION DESCRIPTION LW2783 LW2783'DESCRIBED BY US ENGINEERS 1934 (WDP) LW2783'STATION IS LOCATED ON A MOUND NEAR THE SOUTHERN END OF THE NECK, LW2783'AND ABOUT 420 METERS S OF STATION GOOSEBERRY NECK 2. STATION IS LW2783'NEAR THE CENTER OF THE NECK IN AN E AND W DIRECTION. LW2783' LW2783'THE STATION IS MARKED BY A STANDARD BRONZE DISK, SET IN AN LW2783'OUTCROPPING ROCK AND BEARS THE LEGEND CORPS OF ENGINEERS, U.S. LW2783'ARMY, MAP CONTROL STATION. LW2783' LW2783'REFERENCE MARKS ARE STANDARD COAST SURVEY DISKS WEDGED IN DRILL LW2783'HOLES IN OUTCROPPING BEDROCK. LW2783 LW2783 STATION RECOVERY (1940) LW2783 LW2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB) LW2783'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD LW2783'CONDITION. A NEW DESCRIPTION FOLLOWS-- LW2783' LW2783'THE STATION IS NEAR THE S END OF GOOSEBERRY NECK, ABOUT 2-1/2 MI. LW2783'E-SE OF THE MOUTH OF WESTPORT RIVER. IT IS ON THE MOUND JUST LW2783'BEFORE REACHING THE LOW GROUND NEAR THE S END OF THE NECK. IT IS LW2783'250 FT. W OF THE HIGH-WATERLINE OF THE E SIDE OF THE NECK, 5 FT. LW2783'E OF THE CENTER OF A DIRT ROAD AND 65 FT. S-SE OF A FORK IN THE LW2783'DIRT ROAD. THE MARK IS A U.S. ENGINEERS MAP-CONTROL DISK, SET IN LW2783'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT 6 IN. ABOVE THE LW2783'GROUND. LW2783' LW2783'REFERENCE MARK 1 IS 202.70 FT., 61.781 M., E-NE OF THE STATION. LW2783'TH MARK IS SET IN THE TOP OF A BOULDER ABOUT 10 FT. ACROSS AND 6 LW2783'FT. HIGH, AND IS STAMPED GOOSEBERRY NECK ARMY NO 1 1934. LW2783' LW2783'REFERENCE MARK 2 IS 166.40 FT., 50.720 M., S-SW OF THE STATION. LW2783'THE MARK IS SET IN THE TOP OF A BOULDER ABOUT 15 FT., ACROSS AND 4 LW2783'FT. HIGH, AND IS STAMPED GOOSEBERRY NECK ARMY NO 2 1934. LW2783' LW2783'THE AZIMUTH MARK IS STATION GOOSEBERRY NECK 2, WHICH IS ABOUT 0.25 LW2783'MI. N OF THE STATION. LW2783' LW2783'ACOAXET TANK IS ALSO A GOOD AZIMUTH MARK, AND IS THE TALL BLACK LW2783'TANK IN THE TOWN OF ACOAXET. IT IS ABOUT 3 MI. W-NW OF THE LW2783'STATION. THE FINIAL ON TOP OF THE TANK WAS OBSERVED UPON. LW2783' LW2783'THE STATION CAN BE REACHED BY TRUCK FROM HORSENECK BEACH BY LW2783'DRIVING ON THE CAUSEWAY TO GOOSEBERRY NECK. THERE IS AN LW2783'UNOBSTRUCTED VIEW FROM THE GROUND AT THIS STATION IN ALL DIRECTIONS. LW2783' LW2783'A 14-FT. STAND WAS BUILT OVER THIS STATION THIS YEAR. LW2783 LW2783 STATION RECOVERY (1943) LW2783 LW2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN) LW2783'A FIRE-CONTROL BUILDING WAS BUILT OVER THE SITE OF THIS STATION. LW2783'ALTHOUGH AN ATTEMPT WAS MADE TO PRESERVE THE MARK BY LEAVING A LW2783'HOLE AROUND THE MARK IN THE CONCRETE GROUND FLOOR OF THE BUILDING, LW2783'THE STATION IS TO BE CONSIDERED USELESS, AND LOST, AND THERE IS NO LW2783'WAY OF REACHING IT FROM THE OUTSIDE. LW2783 LW2783 STATION RECOVERY (1956) LW2783 LW2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) LW2783'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN LW2783'GOOD CONDITION. THE FIRE CONTROL BUILDING WHICH WAS BUILT OVER LW2783'THE STATION IS NOW VACANT AND IS RAPIDLY DETERIORATING. THE 1943 LW2783'RECOVERY NOTE BY F.W. IS ADEQUATE. LW2783' LW2783'GOOSEBERRY NECK OP NO 1 WAS RECOVERED IN GOOD CONDITION. LW2783' LW2783'GOOSEBERRY NECK OP NO 2 WAS DESTROYED. THE MONUMENT WAS FOUND LW2783'UPROOTED AND ABOUT 200 FT. FROM ITS ORIGINAL SITE. THE DISK WAS LW2783'REMOVED BY THIS PARTY. LW2783 LW2783 STATION RECOVERY (1956) LW2783 LW2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) LW2783'ONLY R.M. 1 WAS RECOVERED. IT IS IN GOOD CONDITION ATOP LARGE LW2783'BOULDER. A STANDARD USC AND GS 3-1/2 IN DISK STAMPED GOOSEBERRY LW2783'NECK ARMY NO 1 1934. LW2783' LW2783'FOLLOWED ARROW 202.7 FT. TO N PART OF CONCRETE BASE OF EASTERNMOST LW2783'FIRE CONTROL TOWER. SCRAPED DEBRIS, 2 TO 3 INCHES DEEP, FROM THIS LW2783'BASE -- NO TRACE OF STATION. LW2783' LW2783'FROM APPROX. STATION LOCATION, WENT SSW FOR 166.40 FT. AND LW2783'SEARCHED THIS AREA CAREFULLY -- NO TRACE OF R.M. 2. LW2783' LW2783'COL. E.K. STEVENS AND I SEARCHED FOR 1-1/2 HOURS, COVERING THE LW2783'SOUTHERN GOOSEBERRY NECK COMPLEX, ADJACENT TO GOOSEBERRY NECK LW2783'U.S.E. IN ADDITION TO R.M. 1, NOTED ABOVE, WE FOUND ONLY AN R.M. LW2783'FOR GOOSE 1943 AND A C AND GS B.M. STAMPED 21 1943. LW2783' LW2783'NO WIRE FENCE REMAINS S OF THE FIRE CONTROL TOWERS. LW2783' LW2783'TODAY, THERE ARE THE SKELETON REMAINS OF THREE CONCRETE FIRE LW2783'CONTROL TOWERS, ALONG A WNW AND ESE AXIS, APPROX. THE LW2783'EASTERNMOST IS OF MEDIUM HEIGHT. THE MIDDLE ONE IS TALLEST. LW2783'WESTERNMOST IS SHORTEST. I ASSUME THE TOWER SYMBOL ON LATEST SC LW2783'CHART IS THE MIDDLE TOWER. LW2783 LW2783 STATION RECOVERY (1963) LW2783 LW2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD) LW2783'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION. RM 2 DISK LW2783'WAS MISSING BUT THE DRILL HOLE RECOVERED. A NEW DISK WAS SET IN LW2783'THE OLD DRILL HOLE. LW2783' LW2783'STATION MARK IS A U.S.E. MAP CONTROL DISK WITH NO STAMPING, SET IN LW2783'A DRILL HOLE IN A BOULDER THAT IS 1.5 FEET BELOW THE CONCRETE LW2783'FLOOR OF WHAT WAS THE EASTERN CONTROL TOWER, 3.5 FEET NORTHWEST OF LW2783'THE NORTHWEST CONCRETE SUPPORT POST FOR THE CONTROL ROOM ABOVE, LW2783'AND ACCESSIBLE THROUGH A 1.5 X 1.5-FOOT SQUARE OPENING IN THE FLOOR. LW2783' LW2783'RM 1 WAS RECOVERED AS DESCRIBED. LW2783' LW2783'RM 2 IS A STANDARD REFERENCE DISK STAMPED GOOSE NO 3 1943, SET IN LW2783'A DRILL HOLE IN A 15 X 15-FOOT BOULDER THAT PROJECTS 4 FEET, THE LW2783'ARROW POINTING TO STATION GOOSE 1943. CONCRETE WORK OF CONTROL LW2783'TOWER IS BETWEEN THE REFERENCE MARK AND STATION. LW2783' LW2783'GOOSEBERRY NECK OP NO 1 ARMY 1940 IS A STANDARD REFERENCE DISK LW2783'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES, WITH THE LW2783'ARROW POINTING TO THE STATION. HORIZONTAL DISTANCE WAS FOUND TO LW2783'BE 149.98 FEET (45.713 METERS), MEASURED WITH A 300-FOOT STEEL LW2783'TAPE. DISTANCE TO STATION GOOSE 1943 IS 143.77 FEET (43.821 METERS). LW2783 LW2783 STATION RECOVERY (2005) LW2783 LW2783'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAM) LW2783'STATION BENEATH CONCRETE FLOOR AND THEREFORE NOT OBSERVED. BUILDING LW2783'IS IN SERIUS DISREPAIR. CONSIDERABLE VANDALISM EVIDENT. FLOOR IS LW2783'LITTERED WITH BROKEN CEMENT BLOCKS, VEGITATION AND OTHER TRASH. IN LW2783'SPITE OF CONDITION IT CAN EASILY BE OBSERVED BY SATELLITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LW2781 *********************************************************************** LW2781 DESIGNATION - GOOSEBERRY NECK 2 LW2781 PID - LW2781 LW2781 STATE/COUNTY- MA/BRISTOL LW2781 USGS QUAD - WESTPORT (1977) LW2781 LW2781 *CURRENT SURVEY CONTROL LW2781 ___________________________________________________________________ LW2781* NAD 83(1996)- 41 29 19.96572(N) 071 02 17.66302(W) ADJUSTED LW2781* NAVD 88 - 6. (meters) 20. (feet) SCALED LW2781 ___________________________________________________________________ LW2781 LAPLACE CORR- 3.69 (seconds) DEFLEC99 LW2781 GEOID HEIGHT- -29.61 (meters) GEOID03 LW2781 LW2781 HORZ ORDER - THIRD LW2781 LW2781.The horizontal coordinates were established by classical geodetic methods LW2781.and adjusted by the National Geodetic Survey in June 1998. LW2781 LW2781.The orthometric height was scaled from a topographic map. LW2781 LW2781.The Laplace correction was computed from DEFLEC99 derived deflections. LW2781 LW2781.The geoid height was determined by GEOID03. LW2781 LW2781; North East Units Scale Factor Converg. LW2781;SPC MA M - 804,404.392 238,563.206 MT 1.00004113 +0 18 36.6 LW2781;SPC MA M - 2,639,116.74 782,686.12 sFT 1.00004113 +0 18 36.6 LW2781;SPC MA I - 54,434.089 455,051.639 MT 1.00000017 -0 21 21.0 LW2781;SPC MA I - 178,589.17 1,492,948.59 sFT 1.00000017 -0 21 21.0 LW2781;SPC RI - 45,142.377 138,561.619 MT 1.00001204 +0 18 21.3 LW2781;UTM 19 - 4,595,035.032 329,849.310 MT 0.99995629 -1 21 02.2 LW2781 LW2781! - Elev Factor x Scale Factor = Combined Factor LW2781!SPC MA M - 1.00000374 x 1.00004113 = 1.00004487 LW2781!SPC MA I - 1.00000374 x 1.00000017 = 1.00000391 LW2781!SPC RI - 1.00000374 x 1.00001204 = 1.00001578 LW2781!UTM 19 - 1.00000374 x 0.99995629 = 0.99996003 LW2781 LW2781: Primary Azimuth Mark Grid Az LW2781:SPC MA M - GOOSEBERRY NECK 173 23 09.2 LW2781:SPC MA I - GOOSEBERRY NECK 174 03 06.8 LW2781:SPC RI - GOOSEBERRY NECK 173 23 24.5 LW2781:UTM 19 - GOOSEBERRY NECK 175 02 48.0 LW2781 LW2781|---------------------------------------------------------------------| LW2781| PID Reference Object Distance Geod. Az | LW2781| dddmmss.s | LW2781| CB7737 GOOSEBERRY NECK 2 RM 1 6.250 METERS 15657 | LW2781| LW2783 GOOSEBERRY NECK 419.962 METERS 1734145.8 | LW2781| CB7738 GOOSEBERRY NECK 2 RM 2 11.980 METERS 22921 | LW2781|---------------------------------------------------------------------| LW2781 LW2781 SUPERSEDED SURVEY CONTROL LW2781 LW2781 NAD 83(1992)- 41 29 19.96359(N) 071 02 17.66220(W) AD( ) 3 LW2781 NAD 83(1986)- 41 29 19.96472(N) 071 02 17.66160(W) AD( ) 3 LW2781 NAD 27 - 41 29 19.58700(N) 071 02 19.51900(W) AD( ) 3 LW2781 LW2781.Superseded values are not recommended for survey control. LW2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2781.See file dsdata.txt to determine how the superseded data were derived. LW2781 LW2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF2984995035(NAD 83) LW2781_MARKER: DD = SURVEY DISK LW2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LW2781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT LW2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LW2781+STABILITY: SURFACE MOTION LW2781 LW2781 HISTORY - Date Condition Report By LW2781 HISTORY - 1932 MONUMENTED USE LW2781 HISTORY - 1934 GOOD MAGS LW2781 HISTORY - 1934 GOOD CGS LW2781 HISTORY - 1940 POOR CGS LW2781 HISTORY - 1943 MARK NOT FOUND CGS LW2781 HISTORY - 1954 POOR CGS LW2781 HISTORY - 1956 SEE DESCRIPTION CGS LW2781 HISTORY - 1963 GOOD CGS LW2781 HISTORY - 1967 GOOD CGS LW2781 HISTORY - 1974 GOOD NGS LW2781 HISTORY - 1976 GOOD USCG LW2781 HISTORY - 20050901 MARK NOT FOUND USPSQD LW2781 LW2781 STATION DESCRIPTION LW2781 LW2781'DESCRIBED BY US ENGINEERS 1932 LW2781'STATION IS LOCATED ON THE TOP OF THE HIGHEST KNOLL ON GOOSEBERRY LW2781'NECK IN THE AREA INDICATED AS THE PROBABLE SITE OF GOOSEBERRY NECK. LW2781' LW2781'STATION IS MARKED BY A 1 1/4-INCH BRONZE DISK, BEARING A TRIANGLE LW2781'TO INDICATE STATION CENTER AND THE RAISED LETTERS U.S., AND LW2781'STAMPED 1932, IN THE TOP OF A REINFORCED CONCRETE POST, 4 BY 4 LW2781'INCHES AT TOP, 5-1/2 BY 5-1/2 INCHES AT BOTTOM, AND 4 FEET LONG. LW2781'THE POST IS SET ON HARD CLAY IN A PIT 3 FEET 6 INCHES DEEP, AND LW2781'SURROUNDED TO GRADE WITH SMALL BOULDERS BOUNDED IN CONCRETE. ON LW2781'SMOOTH UPPER SURFACE OF MASS OF BOULDERS IS THE INSCRIPTION U.S. LW2781'ARMY 23-9-1932. LW2781' LW2781'THE STATION IS REFERENCED BY DRILL HOLES IN THREE NEARBY BOULDERS. LW2781'THE DRILL HOLES ARE FILLED WITH LEAD. ONE BOULDER IS DISTANT 20.5 LW2781'FEET IN BEARING S 23 DEG E. THE SECOND IS DISTANT 39.3 FEET AT LW2781'BEARING S 49 DEG 20 MIN W. THE THIRD IS DISTANT 36.7 FEET AT LW2781'BEARING N 5 DEG E. LW2781' LW2781'THE LOCATION OF THE MARKER WAS DETERMINED BY INTERSECTION FROM LW2781'CUTTYHUNK, MISHAUM POINT AND ALMY GRAVEYARD. THE OBSERVATIONS LW2781'WERE MADE WITH A BUFF AND BERGER TRANSIT NO.2740, SIX READINGS LW2781'FROM EACH DIRECTION BEING AVERAGED. THE OBSERVATIONS INDICATE LW2781'THAT THE MARKER IS ABOUT 2 FEET S OF THE OLD LINE FROM MISHAUM LW2781'POINT TO GOOSEBERRY NECK AND 5 FEET E OF THE OLD LINE FROM ALMY LW2781'GRAVEYARD TO GOOSEBERRY NECK. LW2781 LW2781 STATION RECOVERY (1934) LW2781 LW2781'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1934 LW2781'STATION IS NOW MARKED BY A 4- BY 4-INCH CONCRETE POST STANDING 10 LW2781'INCHES ABOVE GROUND AND BEARS A COPPER DISK 1-1/2 INCHES IN LW2781'DIAMETER HAVING RAISED LETTERS U.S. AND SYMBOL TRIANGLE WITH DATE LW2781'1932. LW2781' LW2781'REFERENCE MARKS ARE AS DESCRIBED. LW2781 LW2781 STATION RECOVERY (1934) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP) LW2781'STATION WAS ESTABLISHED FOR FIRE CONTROL PURPOSES IN 1932. LW2781'STATION IS ON THE HIGHEST PART OF GOOSEBERRY NECK, WHICH IS THE LW2781'SUMMIT OF A MOUND NEAR THE NORTHERN END OF THE NECK. STATION IS LW2781'ON THE SAME MOUND AS THE FORMER STATION GOOSEBERRY NECK, WHICH IS LW2781'LOST. THE ARMY PLANS TO BUILD A FIRE CONTROL STATION OVER THE MARK. LW2781' LW2781'STATION IS MARKED BY A BRONZE DISK BEARING THE LEGEND U.S.E.D. LW2781'1932. THE DISK IS SET IN THE TOP OF A CONCRETE POST 4 INCHES LW2781'SQUARE WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND. LW2781' LW2781'REFERENCE MARKS ARE STANDARD COAST SURVEY DISKS WEDGED IN DRILL LW2781'HOLES IN OUTCROPPING BEDROCK WHICH WERE ESTABLISHED IN 1934. LW2781 LW2781 STATION RECOVERY (1940) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB) LW2781'THE STATION WAS RECOVERED BUT WAS NOT OCCUPIED. THE STATION MARK LW2781'IS IN POOR CONDITION, THE CONCRETE BEING CHIPPED AWAY SOME ON TOP. LW2781'BOTH REFERENCE MARKS ARE IN GOOD CONDITION. THE NEW DESCRIPTION LW2781'FOLLOWS. LW2781' LW2781'THE STATION IS ON GOOSEBERRY NECK ABOUT 2-1/2 MILES LW2781'EAST-SOUTHEAST OF THE MOUTH OF WESTPORT RIVER. IT IS NEAR THE LW2781'NORTH END OF THE NECK AND ON TOP OF THE HIGHEST MOUND ON THE NECK. LW2781'IT IS 13 FEET EAST OF THE CENTER OF A DIRT ROAD AND 29.4 FEET EAST LW2781'SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL BEACH COTTAGE WHICH LW2781'IS THE EAST ONE OF A GROUP OF 4 COTTAGES. THE MARK IS A VERY LW2781'SMALL BRONZE DISK, ONE INCH IN DIAMETER, SET IN THE TOP OF A LW2781'REINFORCED CONCRETE POST WHICH IS 4 INCHES SQUARE AND PROJECTS LW2781'ABOUT 8 INCHES ABOVE THE GROUND. THE DISK IS STAMPED 1932. LW2781' LW2781'REFERENCE MARK NO. 1 IS 20.50 FEET, 6.249 METERS, SOUTH SOUTHEAST LW2781'OF THE STATION. THE MARK, IS SET IN THE TOP OF A BOULDER ABOUT 5 LW2781'FEET LONG AND 3 FEET HIGH. THE DISK IS STAMPED USED NO. 1 1934. LW2781' LW2781'REFERENCE MARK NO. 2 IS 39.29 FEET, 11.978 METERS, SOUTHWEST OF LW2781'THE STATION. THE MARK, IS SET IN THE TOP OF A BOULDER ABOUT 5 LW2781'FEET LONG AND 2 FEET HIGH. THE DISK IS STAMPED USED NO. 2 1934. LW2781' LW2781'THE AZIMUTH MARK IS TRIANGULATION STATION GOOSEBERRY NECK (USE) LW2781'1934 WHICH IS ABOUT 0.25 MILE SOUTH OF THE STATION. LW2781' LW2781'THE STATION WAS NOT OCCUPIED IN 1940. THE ORIGINAL NAME LW2781'OF STATION GOOSEBERRY NECK U.S.A. IS CHANGED TO GOOSEBERRY NECK (USE). LW2781 LW2781 STATION RECOVERY (1943) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN) LW2781'THIS TRAVERSE STATION NO LONGER EXISTS. IT WAS DESTROYED BY LW2781'EXTENSIVE ARMY CONSTRUCTION IN THE LOCALITY. LW2781 LW2781 STATION RECOVERY (1954) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW) LW2781'RECOVERED IN POOR CONDITION. THE DISK HAS BEEN REMOVED FROM THE LW2781'CONCRETE POST, AND THE POST HAS BEEN BROKEN OFF. THE REFERENCE LW2781'MARKS WERE RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS LW2781'ADEQUATE AND COMPLETE. LW2781 LW2781 STATION RECOVERY (1956) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) LW2781'ORIGINAL STATION MARK DESTROYED. A MASSACHUSETTS DEPARTMENT OF LW2781'PUBLIC WORKS TRIANGULATION DISK REPLACES IT. DISTANCES TO LW2781'REFERENCE MARKS ARE AS FOLLOWS-- LW2781' LW2781'TO REFERENCE MARK 1-6.262 METERS. TO REFERENCE MARK 2-11.975 METERS LW2781' LW2781'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION-- LW2781' LW2781'THE STATION IS A STANDARD MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS LW2781'TRIANGULATION DISK, STAMPED GOOSEBERRY NECK 2 U.S.E. 1932 1940 LW2781'SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 1 LW2781'IN. ABOVE THE GROUND. LW2781' LW2781'REFERENCE MARK 1 IS STAMPED U S E D NO 1 1934. LW2781' LW2781'REFERENCE MARK 2 IS STAMPED U S E D NO 2 1934. LW2781 LW2781 STATION RECOVERY (1963) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD) LW2781'THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS DISK AND BOTH RMS LW2781'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1936. BOTH LW2781'REFERENCE MARKS ARE SET IN DRILL HOLES IN BOULDERS THAT PROJECT LW2781'ABOUT 2.5 FEET. LW2781 LW2781 STATION RECOVERY (1967) LW2781 LW2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CHO) LW2781'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION. LW2781' LW2781'MINOR CORRECTIONS TO I.R.R. 56 REPORT ARE--(LAST PARAGRAPH) LW2781' LW2781'THE STATION IS SET IN THE TOP OF AN 8 INCH DIAMETER CONCRETE LW2781'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND. (MEASURED 8/30/67) LW2781' LW2781'R.M. 1 IS A STANDARD USC AND GS DISK, 3-1/2 IN. IN DIAMETER, LW2781'STAMPED NO 1 1934, BELOW ARROW. AND USED, ABOVE ARROW. LW2781' LW2781'R.M. 2 IS A STANDARD USC AND GS DISK, 3-1/2 IN. IN DIAMETER, LW2781'STAMPED NO 2 1934 BELOW ARROW. AND USED, ABOVE ARROW. LW2781' LW2781'TO REACH FROM THE POINT AT THE SE END OF HORSENECK BEACH STATE LW2781'RESERVATION--GO S ON CONCRETE ROAD ON ROCK CAUSEWAY, AND CONTINUE LW2781'S ON BLACK-TOP ROAD. AT A DISTANCE OF 0.45 MILE FROM N END OF LW2781'CAUSEWAY TURN LEFT (E) AND DRIVE ABOUT 70 FT. UPHILL TO STATION, LW2781'ON HIGHEST KNOLL ON GOOSEBERRY NECK. LW2781 LW2781 STATION RECOVERY (1974) LW2781 LW2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) LW2781'STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE LW2781'STATION IS SET IN THE TOP OF AN 8 INCH DIAMETER CONCRETE MONUMENT LW2781'WHICH PROJECTS 2 INCHES ABOVE GROUND. RM 1 IS A STANDARD DISK LW2781'STAMPED USED NO. 1 1934. RM 2 IS A STANDARD DISK STAMPED USED NO. LW2781'2 1934. LW2781' LW2781'TO REACH FROM THE POINT AT THE S.E. END OF HORSENECK BEACH STATE LW2781'RESERVATION. GO SOUTH ON CONCRETE ROAD ON ROCK CAUSEWAY CONTINUE LW2781'S. TO GUARD RAIL END OF TRUCK TRAVEL. WALK APPROX. 3 MILE TO LW2781'STATION ON HIGHEST KNOLL. LW2781 LW2781 STATION RECOVERY (1976) LW2781 LW2781'RECOVERY NOTE BY US COAST GUARD 1976 (GJH) LW2781'RECOVERED IN GOOD CONDITION. DESCRIPTION OF W.F.D. IN 1963 IS LW2781'ADEQUATE. LW2781 LW2781 STATION RECOVERY (2005) LW2781 LW2781'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAM) LW2781'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LW0671 *********************************************************************** LW0671 DESIGNATION - GOOSEBERRY NECK RM 2 LW0671 PID - LW0671 LW0671 STATE/COUNTY- MA/BRISTOL LW0671 USGS QUAD - WESTPORT (1977) LW0671 LW0671 *CURRENT SURVEY CONTROL LW0671 ___________________________________________________________________ LW0671* NAD 83(1986)- 41 29 04. (N) 071 02 17. (W) SCALED LW0671* NAVD 88 - 3.93 (+/-2cm) 12.9 (feet) VERTCON LW0671 ___________________________________________________________________ LW0671 GEOID HEIGHT- -29.62 (meters) GEOID03 LW0671 LW0671 VERT ORDER - SECOND CLASS 0 (See Below) LW0671 LW0671.The horizontal coordinates were scaled from a topographic map and have LW0671.an estimated accuracy of +/- 6 seconds. LW0671 LW0671.The NAVD 88 height was computed by applying the VERTCON shift value to LW0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW0671.The vertical order pertains to the NGVD 29 superseded value. LW0671 LW0671.The geoid height was determined by GEOID03. LW0671 LW0671; North East Units Estimated Accuracy LW0671;SPC MA M - 803,910. 238,580. MT (+/- 180 meters Scaled) LW0671 LW0671 SUPERSEDED SURVEY CONTROL LW0671 LW0671 NGVD 29 (??/??/92) 4.161 (m) 13.65 (f) ADJ UNCH 2 0 LW0671 LW0671.Superseded values are not recommended for survey control. LW0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW0671.See file dsdata.txt to determine how the superseded data were derived. LW0671 LW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF298945(NAD 83) LW0671_MARKER: DR = REFERENCE MARK DISK LW0671_SETTING: 80 = SET IN A BOULDER LW0671_SP_SET: BOULDER LW0671_STAMPING: GOOSEBERRY NECK NO 2 1943 LW0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LW0671+STABILITY: SURFACE MOTION LW0671 LW0671 HISTORY - Date Condition Report By LW0671 HISTORY - 1934 MONUMENTED DOD LW0671 HISTORY - 1943 GOOD NGS LW0671 HISTORY - 20050901 MARK NOT FOUND USPSQD LW0671 LW0671 STATION DESCRIPTION LW0671 LW0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 LW0671'AT GOOSEBERRY NECK. LW0671'85.00 FEET EAST-SOUTHEAST OF TRIANGULATION STATION GOOSE DESCRIBED LW0671'ABOVE, 25 FEET NORTH OF A FENCE, AND IN THE TOP OF A BOULDER LW0671'PROJECTING ABOUT 4 FEET ABOVE THE GROUND. NOTE-- THIS MARK WAS LW0671'USED AS R.M. 2 GOOSE BECAUSE TRIANGULATION STATION GOOSEBERRY NECK LW0671'(USE) IS NOW UNDER THE EAST FIRE-CONTROL BUILDING. THE ARROW LW0671'ON THE DISK POINTS TO THE LATTER STATION. LW0671 LW0671 STATION RECOVERY (2005) LW0671 LW0671'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAM) LW0671'AREA OVERGROWN. CONSIDERABLE GRAFFITTI ON BUILDING WHICH ARE LW0671'DETERIORATING 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LW2220 *********************************************************************** LW2220 DESIGNATION - STEEP BROOK BROWN CHURCH SPIRE LW2220 PID - LW2220 LW2220 STATE/COUNTY- MA/BRISTOL LW2220 USGS QUAD - FALL RIVER (1979) LW2220 LW2220 *CURRENT SURVEY CONTROL LW2220 ___________________________________________________________________ LW2220* NAD 83(1996)- 41 44 30.21596(N) 071 07 44.38704(W) ADJUSTED LW2220* NAVD 88 - LW2220 ___________________________________________________________________ LW2220 LAPLACE CORR- 2.68 (seconds) DEFLEC99 LW2220 GEOID HEIGHT- -29.35 (meters) GEOID03 LW2220 LW2220 HORZ ORDER - THIRD LW2220 LW2220.The horizontal coordinates were established by classical geodetic methods LW2220.and adjusted by the National Geodetic Survey in June 1998. LW2220 LW2220 LW2220.The Laplace correction was computed from DEFLEC99 derived deflections. LW2220 LW2220.The geoid height was determined by GEOID03. LW2220 LW2220; North East Units Scale Factor Converg. LW2220;SPC MA M - 832,450.300 230,861.704 MT 0.99999643 +0 14 57.2 LW2220;SPC MA M - 2,731,130.69 757,418.77 sFT 0.99999643 +0 14 57.2 LW2220;SPC RI - 73,188.474 130,861.744 MT 1.00000547 +0 14 49.2 LW2220;UTM 19 - 4,623,291.425 322,965.703 MT 0.99998569 -1 25 04.1 LW2220 LW2220 SUPERSEDED SURVEY CONTROL LW2220 LW2220 NAD 83(1992)- 41 44 30.21410(N) 071 07 44.38603(W) AD( ) 4 LW2220 NAD 83(1986)- 41 44 30.21347(N) 071 07 44.38541(W) AD( ) 4 LW2220 NAD 27 - 41 44 29.85500(N) 071 07 46.22400(W) AD( ) 3 LW2220 LW2220.Superseded values are not recommended for survey control. LW2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW2220.See file dsdata.txt to determine how the superseded data were derived. LW2220 LW2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2296623291(NAD 83) LW2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LW2220+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005 LW2220 LW2220 HISTORY - Date Condition Report By LW2220 HISTORY - UNK MONUMENTED LW2220 HISTORY - 1887 SEE DESCRIPTION CGS LW2220 HISTORY - 1933 SEE DESCRIPTION CGS LW2220 HISTORY - 1934 SEE DESCRIPTION MAGS LW2220 HISTORY - 1951 SEE DESCRIPTION CGS LW2220 HISTORY - 1956 SEE DESCRIPTION CGS LW2220 HISTORY - 20050827 GOOD USPSQD LW2220 LW2220 STATION DESCRIPTION LW2220 LW2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 LW2220'STATION IS ON THE W SIDE OF THE MAIN ROAD FROM FALL RIVER TO LW2220'ASSONET AND ABOUT 50 YARDS N OF WHERE A ROAD TURNS OFF TOWARD LW2220'WATUPPA POND. THE CHURCH IS PAINTED YELLOWISH BROWN, WITH DARK LW2220'BROWN TRIMMINGS. LW2220 LW2220 STATION RECOVERY (1933) LW2220 LW2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KTA) LW2220'STATION IS IN THE NW SECTION OF THE CITY OF FALL RIVER IN THE LW2220'DISTRICT KNOWN AS STEEP BROOK, ON THE W SIDE OF NORTH MAIN STREET LW2220'AND ABOUT 100 FEET N OF WILSON ROAD, A WOODEN CHURCH CALLED THE LW2220'NORTH METHODIST EPISCOPAL CHURCH. PART OF THE SPIRE HAS BEEN LW2220'REMOVED AND THE REMAINDER IS TWISTED SLIGHTLY. IT IS NOT LW2220'PROMINENT. THE STATION SHOULD BE DELETED FROM THE TRIANGULATION LW2220'RECORDS, BUT IT CAN STILL BE USED FOR TOPOGRAPHICAL CONTROL. LW2220 LW2220 STATION RECOVERY (1934) LW2220 LW2220'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1934 LW2220'THE CHURCH WAS FOUND IN GOOD CONDITION AS DESCRIBED. THE MAIN ROAD LW2220'FROM FALL RIVER TO ASSONET IS NORTH MAIN STREET, AND THE ROAD THAT LW2220'TURNS OFF TOWARD WATUPPA POND IS WILSON ROAD. BOTH IN THE VILLAGE LW2220'OF STEEP BROOK AT THE NORTHERN PART OF THE CITY OF FALL RIVER. LW2220'THE CHURCH IS THE NORTH METHODIST EPISCOPAL CHURCH AND IS STILL LW2220'PAINTED AS DESCRIBED. ACCORDING TO AN ELDERLY MEMBER OF THE LW2220'CHURCH, THE BUILDING IS THE SAME AS IN 1887 BUT THE TALL LW2220'SPIRE WAS REMOVED AND THE PRESENT AND SOMEWHAT SMALLER SPIRE LW2220'ERECTED AT THE SAME POSITION. LW2220 LW2220 STATION RECOVERY (1951) LW2220 LW2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JL) LW2220'STATION WAS RECOVERED AS DESCRIBED IN 1934. THE DESCRIPTION IS LW2220'ADEQUATE EXCEPT AS NOTED BELOW. LW2220' LW2220'CHURCH IS LOCATED AT APPROXIMATELY 3350 N. MAIN, FALL RIVER. IT LW2220'IS PAINTED WHITE. LW2220 LW2220 STATION RECOVERY (1956) LW2220 LW2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) LW2220'THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1934 AND 1951 LW2220'RECOVERY NOTES ARE ADEQUATE WITH THE FOLLOWING ADDITIONS-- LW2220' LW2220'THE SPIRE NOW HAS A WEATHER VANE ON TOP. THE CHURCH IS STILL LW2220'PAINTED WHITE AND IS CALLED THE NORTH METHODIST CHURCH. LW2220 LW2220 STATION RECOVERY (2005) LW2220 LW2220'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAM) LW2220'BULIDING IS LOCATED AT 3338 N. MAIN ST. SPIRE HAS BEEN REMOVED AND IS LW2220'NOW A PRIVATE RESIDENCE. ROOF NEWLY SHINGLED. VERIFIED INFORMATION LW2220'BY CONSULTING LOCAL BUSINESS AT CORNER OF WILSON ROAD. CHURCH LW2220'BULLETIN BOARD IN FRONT WITH NO LETTERING THEREON. LW2220'