1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0598 *********************************************************************** OB0598 DESIGNATION - BOWDOIN COLL CHAPEL S TURRET OB0598 PID - OB0598 OB0598 STATE/COUNTY- ME/CUMBERLAND OB0598 USGS QUAD - BRUNSWICK (1980) OB0598 OB0598 *CURRENT SURVEY CONTROL OB0598 ___________________________________________________________________ OB0598* NAD 83(1996)- 43 54 30.05727(N) 069 57 43.50112(W) ADJUSTED OB0598* NAVD 88 - OB0598 ___________________________________________________________________ OB0598 LAPLACE CORR- 2.82 (seconds) DEFLEC99 OB0598 GEOID HEIGHT- -25.92 (meters) GEOID03 OB0598 OB0598 HORZ ORDER - THIRD OB0598 OB0598.The horizontal coordinates were established by classical geodetic methods OB0598.and adjusted by the National Geodetic Survey in March 1998. OB0598 OB0598 OB0598.The Laplace correction was computed from DEFLEC99 derived deflections. OB0598 OB0598.The geoid height was determined by GEOID03. OB0598 OB0598; North East Units Scale Factor Converg. OB0598;SPC ME W - 119,450.598 916,433.517 MT 0.99996999 +0 08 30.8 OB0598;UTM 19 - 4,862,143.303 422,747.017 MT 0.99967340 -0 40 02.1 OB0598 OB0598 SUPERSEDED SURVEY CONTROL OB0598 OB0598 NAD 83(1992)- 43 54 30.05579(N) 069 57 43.50050(W) AD( ) 4 OB0598 NAD 83(1986)- 43 54 30.06146(N) 069 57 43.50562(W) AD( ) 4 OB0598 NAD 27 - 43 54 29.73300(N) 069 57 45.33200(W) AD( ) 3 OB0598 OB0598.Superseded values are not recommended for survey control. OB0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0598.See file dsdata.txt to determine how the superseded data were derived. OB0598 OB0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2274762143(NAD 83) OB0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OB0598+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OB0598 OB0598 HISTORY - Date Condition Report By OB0598 HISTORY - UNK MONUMENTED OB0598 HISTORY - 1942 SEE DESCRIPTION CGS OB0598 HISTORY - 1959 SEE DESCRIPTION CGS OB0598 HISTORY - 1990 GOOD USPSQD OB0598 HISTORY - 20030622 GOOD GEOCAC OB0598 HISTORY - 20030909 GOOD USPSQD OB0598 HISTORY - 20050228 GOOD USPSQD OB0598 OB0598 STATION DESCRIPTION OB0598 OB0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF) OB0598'COMPLETE NEW DESCRIPTION-- OB0598' OB0598'THE BUILDING IS NOW A DARK GREY LIMESTONE STRUCTURE WITH OB0598'TURRETS (SPIRES) ON THE W END. LOCATED ON THE BOWDOIN COLLEGE OB0598'CAMPUS. THE MOST S OF THE TWO SPIRES IS THIS STATION. OB0598 OB0598 STATION RECOVERY (1959) OB0598 OB0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM) OB0598'STATION RECOVERED AS DESCRIBED. OB0598 OB0598 STATION RECOVERY (1990) OB0598 OB0598'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW) OB0598'RECOVERED IN GOOD CONDITION. OB0598 OB0598 STATION RECOVERY (2003) OB0598 OB0598'RECOVERY NOTE BY GEOCACHING 2003 (KDJ) OB0598'RECOVERED AS DESCRIBED. HEIGHT IS APPROXIMATELY 1.5 FT SHORTER THAN OB0598'BEFORE RENOVATION. OB0598 OB0598 STATION RECOVERY (2003) OB0598 OB0598'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) OB0598'RECOVERED IN GOOD CONDITION. OB0598 OB0598 STATION RECOVERY (2005) OB0598 OB0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0598'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0591 *********************************************************************** OB0591 DESIGNATION - BRUNSWICK BLACK STANDPIPE OB0591 PID - OB0591 OB0591 STATE/COUNTY- ME/CUMBERLAND OB0591 USGS QUAD - BRUNSWICK (1980) OB0591 OB0591 *CURRENT SURVEY CONTROL OB0591 ___________________________________________________________________ OB0591* NAD 83(1996)- 43 55 08.40606(N) 069 59 14.86568(W) ADJUSTED OB0591* NAVD 88 - OB0591 ___________________________________________________________________ OB0591 LAPLACE CORR- 2.81 (seconds) DEFLEC99 OB0591 GEOID HEIGHT- -25.96 (meters) GEOID03 OB0591 OB0591 HORZ ORDER - THIRD OB0591 OB0591.The horizontal coordinates were established by classical geodetic methods OB0591.and adjusted by the National Geodetic Survey in March 1998. OB0591 OB0591 OB0591.The Laplace correction was computed from DEFLEC99 derived deflections. OB0591 OB0591.The geoid height was determined by GEOID03. OB0591 OB0591; North East Units Scale Factor Converg. OB0591;SPC ME W - 120,629.422 914,392.329 MT 0.99996921 +0 07 27.5 OB0591;UTM 19 - 4,863,350.482 420,723.277 MT 0.99967730 -0 41 05.9 OB0591 OB0591 SUPERSEDED SURVEY CONTROL OB0591 OB0591 NAD 83(1992)- 43 55 08.40473(N) 069 59 14.86540(W) AD( ) 4 OB0591 NAD 83(1986)- 43 55 08.41033(N) 069 59 14.87056(W) AD( ) 4 OB0591 NAD 27 - 43 55 08.12000(N) 069 59 16.67800(W) AD( ) 3 OB0591 OB0591.Superseded values are not recommended for survey control. OB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0591.See file dsdata.txt to determine how the superseded data were derived. OB0591 OB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2072363350(NAD 83) OB0591_MARKER: 52 = STANDPIPE TANK OB0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OB0591+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OB0591 OB0591 HISTORY - Date Condition Report By OB0591 HISTORY - 1933 FIRST OBSERVED CGS OB0591 HISTORY - 1942 GOOD CGS OB0591 HISTORY - 1965 GOOD CGS OB0591 HISTORY - 1974 GOOD NGS OB0591 HISTORY - 20050228 GOOD USPSQD OB0591 OB0591 STATION DESCRIPTION OB0591 OB0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD) OB0591'THE BLACK CYLINDRICAL STANDPIPE WHICH IS ON TOP OF A HIGH HILL OB0591'ABOUT 1 MILE WEST OF THE CITY OF BRUNSWICK AND OVERLOOKS THE OB0591'ANDROSCOGGIN RIVER. THE STATION IS THE CENTER OF THE TOP OF THE OB0591'STANDPIPE. OB0591 OB0591 STATION RECOVERY (1942) OB0591 OB0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF) OB0591'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING OB0591'DISCREPANCY-- OB0591' OB0591'THE STANDPIPE IS NOW PAINTED A SILVER COLOR. OB0591' OB0591'STATION IS ALSO USED AS A USGS TRAVERSE STATION NO. 1915A. OB0591 OB0591 STATION RECOVERY (1965) OB0591 OB0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK) OB0591'STATION RECOVERED AS DESCRIBED EXCEPT STANDPIPE IS NOW PAINTED OB0591'GREEN. OB0591 OB0591 STATION RECOVERY (1974) OB0591 OB0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA) OB0591'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN OB0591'1942 EXCEPT FOR THE FOLLOWING DISCREPANCY--THE STANDPIPE IS OB0591'NOW PAINTED A GREEN COLOR. OB0591 OB0591 STATION RECOVERY (2005) OB0591 OB0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0591'TO REACH THE LOCATION FROM THE JCT. OF PLEASANT ST. AND RIVER RD., OB0591'TRAVEL NORTH ON RIVER RD. 0.5 MILE TO STIMPSON ST. ON THE RIGHT. TURN OB0591'RIGHT TO GREENLEAF ST. AND THE STANDPIPE WHICH IS NOW PAINTED BLUE. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0596 *********************************************************************** OB0596 DESIGNATION - BRUNSWICK CHURCH BLACK SPIRE OB0596 PID - OB0596 OB0596 STATE/COUNTY- ME/CUMBERLAND OB0596 USGS QUAD - BRUNSWICK (1980) OB0596 OB0596 *CURRENT SURVEY CONTROL OB0596 ___________________________________________________________________ OB0596* NAD 83(1996)- 43 54 48.76936(N) 069 58 08.38888(W) ADJUSTED OB0596* NAVD 88 - OB0596 ___________________________________________________________________ OB0596 LAPLACE CORR- 2.76 (seconds) DEFLEC99 OB0596 GEOID HEIGHT- -25.93 (meters) GEOID03 OB0596 OB0596 HORZ ORDER - THIRD OB0596 OB0596.The horizontal coordinates were established by classical geodetic methods OB0596.and adjusted by the National Geodetic Survey in March 1998. OB0596 OB0596 OB0596.The Laplace correction was computed from DEFLEC99 derived deflections. OB0596 OB0596.The geoid height was determined by GEOID03. OB0596 OB0596; North East Units Scale Factor Converg. OB0596;SPC ME W - 120,026.757 915,876.814 MT 0.99996977 +0 08 13.6 OB0596;UTM 19 - 4,862,727.094 422,198.669 MT 0.99967445 -0 40 19.6 OB0596 OB0596 SUPERSEDED SURVEY CONTROL OB0596 OB0596 NAD 83(1992)- 43 54 48.76799(N) 069 58 08.38849(W) AD( ) 4 OB0596 NAD 83(1986)- 43 54 48.77357(N) 069 58 08.39360(W) AD( ) 4 OB0596 NAD 27 - 43 54 48.48300(N) 069 58 10.21300(W) AD( ) 3 OB0596 OB0596.Superseded values are not recommended for survey control. OB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0596.See file dsdata.txt to determine how the superseded data were derived. OB0596 OB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2219962727(NAD 83) OB0596_MARKER: 90 = CHURCH SPIRE OB0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OB0596+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OB0596 OB0596 HISTORY - Date Condition Report By OB0596 HISTORY - 1933 FIRST OBSERVED CGS OB0596 HISTORY - 1942 GOOD CGS OB0596 HISTORY - 1957 GOOD USN OB0596 HISTORY - 1974 GOOD NGS OB0596 HISTORY - 20010419 GOOD USPSQD OB0596 HISTORY - 20030909 GOOD USPSQD OB0596 HISTORY - 20050228 GOOD USPSQD OB0596 OB0596 STATION DESCRIPTION OB0596 OB0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD) OB0596'THE TALL BLACK CHURCH SPIRE WITH A CROSS ON THE TOP AND NEAR THE OB0596'POST OFFICE IN THE CITY OF BRUNSWICK. THE CHURCH (CATHOLIC) IS OB0596'ON A STREET WHICH RUNS AT RIGHT ANGLES TO THE MAIN BUSINESS OB0596'STREET AND IS ABOUT 2-1/2 BLOCKS W OF THE MAIN STREET. THE OB0596'STATION IS THE HIGHEST POINT OF THE SPIRE. OB0596 OB0596 STATION RECOVERY (1942) OB0596 OB0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF) OB0596'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS-- OB0596' OB0596'THE CHURCH IS A BROWN AND GRAY SANDSTONE STRUCTURE WITH BLACK OB0596'SPIRE, KNOWN AS THE ST. JOHN THE BAPTIST CHURCH, SITUATED ON OB0596'THE S SIDE OF PLEASANT STREET (NOW U.S. HIGHWAY 1), AND IN THE OB0596'FIRST BLOCK E OF WHERE A SPUR LINE CROSSES PLEASANT STREET. OB0596 OB0596 STATION RECOVERY (1957) OB0596 OB0596'RECOVERY NOTE BY US NAVY 1957 OB0596'RECOVERED AS DESCRIBED IN 1933 AND 1942. PRESENT DESCRIPTION OB0596'ADEQUATE. CHURCH IS JUST OFF THE SW CORNER OF THE INTERSECTION OB0596'OF UNION AND PLEASANT STREET. OB0596 OB0596 STATION RECOVERY (1974) OB0596 OB0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA) OB0596'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN OB0596'1957. THE DESCRIPTION WAS FOUND TO BE ADEQUATE. OB0596 OB0596 STATION RECOVERY (2001) OB0596 OB0596'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS) OB0596'RECOVERED IN GOOD CONDITION. OB0596 OB0596 STATION RECOVERY (2003) OB0596 OB0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) OB0596'STATION FOUND GOOD. THE 1957 DESCRIPTION IS ADEQUATE. U.S. HWY 1 IS NO OB0596'LONGER PLEASANT STREET IN DOWNTOWN BRUNSWICK. U.S. HWY 1 HAS BEEN OB0596'RE-ROUTED OFF PLEASANT STREET. OB0596 OB0596 STATION RECOVERY (2005) OB0596 OB0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0596'THE SPIRE IS NOW GREEN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0597 *********************************************************************** OB0597 DESIGNATION - BRUNSWICK CONG CHURCH SPIRE OB0597 PID - OB0597 OB0597 STATE/COUNTY- ME/CUMBERLAND OB0597 USGS QUAD - BRUNSWICK (1980) OB0597 OB0597 *CURRENT SURVEY CONTROL OB0597 ___________________________________________________________________ OB0597* NAD 83(1996)- 43 54 38.41599(N) 069 57 46.41487(W) ADJUSTED OB0597* NAVD 88 - OB0597 ___________________________________________________________________ OB0597 LAPLACE CORR- 2.80 (seconds) DEFLEC99 OB0597 GEOID HEIGHT- -25.93 (meters) GEOID03 OB0597 OB0597 HORZ ORDER - THIRD OB0597 OB0597.The horizontal coordinates were established by classical geodetic methods OB0597.and adjusted by the National Geodetic Survey in March 1998. OB0597 OB0597 OB0597.The Laplace correction was computed from DEFLEC99 derived deflections. OB0597 OB0597.The geoid height was determined by GEOID03. OB0597 OB0597; North East Units Scale Factor Converg. OB0597;SPC ME W - 119,708.412 916,367.866 MT 0.99996996 +0 08 28.8 OB0597;UTM 19 - 4,862,401.943 422,685.032 MT 0.99967352 -0 40 04.2 OB0597 OB0597 SUPERSEDED SURVEY CONTROL OB0597 OB0597 NAD 83(1992)- 43 54 38.41447(N) 069 57 46.41423(W) AD( ) 4 OB0597 NAD 83(1986)- 43 54 38.42007(N) 069 57 46.41937(W) AD( ) 4 OB0597 NAD 27 - 43 54 38.14100(N) 069 57 48.23400(W) AD( ) 3 OB0597 OB0597.Superseded values are not recommended for survey control. OB0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0597.See file dsdata.txt to determine how the superseded data were derived. OB0597 OB0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2268562402(NAD 83) OB0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OB0597+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OB0597 OB0597 HISTORY - Date Condition Report By OB0597 HISTORY - UNK MONUMENTED OB0597 HISTORY - 1942 SEE DESCRIPTION CGS OB0597 HISTORY - 1957 SEE DESCRIPTION USN OB0597 HISTORY - 1959 SEE DESCRIPTION CGS OB0597 HISTORY - 20010419 GOOD USPSQD OB0597 HISTORY - 20030909 GOOD USPSQD OB0597 HISTORY - 20050228 GOOD USPSQD OB0597 OB0597 STATION DESCRIPTION OB0597 OB0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF) OB0597'COMPLETE NEW DESCRIPTION-- OB0597' OB0597'THE CHURCH IS NOW KNOWN AS THE FIRST PARISH CHURCH - 1717, AND OB0597'IS A LARGE WOODEN STRUCTURE PAINTED DARK GRAY AT THE PRESENT OB0597'TIME. THE SPIRE IS ON THE W END, HAVING FOUR SMALL SPIRES, ONE OB0597'ON EACH CORNER OF THE MAIN SPIRE, WITH ARCHES IN BETWEEN. THE OB0597'CHURCH IS ON A CORNER WHERE U.S. HIGHWAY 1 MAKES A SHARP TURN OB0597'TOWARDS BATH, AND ALMOST DIRECTLY OPPOSITE WHERE STATE HIGHWAYS OB0597'123 AND 24 LEAD S TOWARDS BAILEY ISLAND, AND OPPOSITE THE N END OB0597'OF BOWDOIN COLLEGE CAMPUS. OB0597' OB0597'THIS POSITION IS NO DOUBT THE SAME AS BRUNSWICK SPIRE 1855. OB0597 OB0597 STATION RECOVERY (1957) OB0597 OB0597'RECOVERY NOTE BY US NAVY 1957 OB0597'RECOVERED AS DESCRIBED IN 1942. OLD DESCRIPTION ADEQUATE EXCEPT OB0597'THAT CHURCH IS NOW PAINTED WHITE. OB0597 OB0597 STATION RECOVERY (1959) OB0597 OB0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM) OB0597'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. OB0597 OB0597 STATION RECOVERY (2001) OB0597 OB0597'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS) OB0597'RECOVERED IN GOOD CONDITION. OB0597 OB0597 STATION RECOVERY (2003) OB0597 OB0597'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) OB0597'STATION FOUND GOOD. CHURCH IS IN THE PROCESS OF RENOVATION. THE MAIN OB0597'SPIRE IS PRESENTLY SURROUNDED BY SCAFFOLDING AND CANNOT BE EASILY OB0597'SEEN. OB0597 OB0597 STATION RECOVERY (2005) OB0597 OB0597'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0597'THE CHURCH IS AT THE JUNCTION OF MAINE ST. AND RT. 24. THE SCAFFOLDING OB0597'IS GONE AND THE SPIRE IS NOW GRAY. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0590 *********************************************************************** OB0590 DESIGNATION - BUTTERMILK POINT CHURCH SPIRE OB0590 PID - OB0590 OB0590 STATE/COUNTY- ME/CUMBERLAND OB0590 USGS QUAD - BRUNSWICK (1980) OB0590 OB0590 *CURRENT SURVEY CONTROL OB0590 ___________________________________________________________________ OB0590* NAD 83(1996)- 43 53 04.83402(N) 069 54 57.56332(W) ADJUSTED OB0590* NAVD 88 - OB0590 ___________________________________________________________________ OB0590 LAPLACE CORR- 2.70 (seconds) DEFLEC99 OB0590 GEOID HEIGHT- -25.85 (meters) GEOID03 OB0590 OB0590 HORZ ORDER - THIRD OB0590 OB0590.The horizontal coordinates were established by classical geodetic methods OB0590.and adjusted by the National Geodetic Survey in March 1998. OB0590 OB0590 OB0590.The Laplace correction was computed from DEFLEC99 derived deflections. OB0590 OB0590.The geoid height was determined by GEOID03. OB0590 OB0590; North East Units Scale Factor Converg. OB0590;SPC ME W - 116,830.560 920,144.071 MT 0.99997166 +0 10 25.6 OB0590;UTM 19 - 4,859,471.944 426,419.106 MT 0.99966659 -0 38 06.0 OB0590 OB0590 SUPERSEDED SURVEY CONTROL OB0590 OB0590 NAD 83(1992)- 43 53 04.83248(N) 069 54 57.56253(W) AD( ) 4 OB0590 NAD 83(1986)- 43 53 04.83809(N) 069 54 57.56776(W) AD( ) 4 OB0590 NAD 27 - 43 53 04.54300(N) 069 54 59.39400(W) AD( ) 3 OB0590 OB0590.Superseded values are not recommended for survey control. OB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0590.See file dsdata.txt to determine how the superseded data were derived. OB0590 OB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2641959472(NAD 83) OB0590 OB0590 HISTORY - Date Condition Report By OB0590 HISTORY - 1933 MONUMENTED CGS OB0590 HISTORY - 1957 SEE DESCRIPTION USN OB0590 HISTORY - 20050228 MARK NOT FOUND USPSQD OB0590 OB0590 STATION DESCRIPTION OB0590 OB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD) OB0590'THIS CHURCH SPIRE IS NOT ON BUTTERMILK POINT BUT LIES JUST W OF OB0590'THE N END OF BUTTERMILK COVE IN CASCO BAY. THE SPIRE IS A TALL OB0590'WHITE ONE AND CAN BE SEEN FROM QUITE A DISTANCE. THE STATION IS OB0590'THE HIGHEST POINT OF THE SPIRE. OB0590 OB0590 STATION RECOVERY (1957) OB0590 OB0590'RECOVERY NOTE BY US NAVY 1957 OB0590'RECOVERED AS DESCRIBED IN 1933. SUGGEST FOLLOWING ADDITION TO THE OB0590'DESCRIPTION-- OB0590' OB0590'CHURCH IS AN OLD, WOODEN, WELL PRESERVED BUILDING WITH SIGN ON OB0590'FRONT--FIRST PARISH CHURCH, BUILT IN 1800, ADDITIONS IN OB0590'1848. BUILDING AND GROUNDS WILL PROBABLY BE ANNEXED TO E BOUNDARY OB0590'OF NAS BRUNSWICK IN NEAR FUTURE. THIS CHURCH IS ALSO KNOWN OB0590'LOCALLY AS NEW MEADOWS CHURCH. OB0590 OB0590 STATION RECOVERY (2005) OB0590 OB0590'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0590'THE LOCATION ON COOMBS RD. IS 0.4 MILE FROM THE NORTHERN JUNCTION WITH OB0590'RT. 24. THE PROPERTY IS NOT PART OF THE NAS. THE CHURCH NO LONGER HAS OB0590'A SPIRE, AND IS NOW THE CHURCH OF JESUS CHRIST. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OC1968 *********************************************************************** OC1968 DESIGNATION - CUMBERLAND CTR TANK OC1968 PID - OC1968 OC1968 STATE/COUNTY- ME/CUMBERLAND OC1968 USGS QUAD - CUMBERLAND CENTER (1975) OC1968 OC1968 *CURRENT SURVEY CONTROL OC1968 ___________________________________________________________________ OC1968* NAD 83(1996)- 43 48 07.44182(N) 070 15 06.90332(W) ADJUSTED OC1968* NAVD 88 - OC1968 ___________________________________________________________________ OC1968 LAPLACE CORR- 3.27 (seconds) DEFLEC99 OC1968 GEOID HEIGHT- -26.25 (meters) GEOID03 OC1968 OC1968 HORZ ORDER - THIRD OC1968 OC1968.The horizontal coordinates were established by classical geodetic methods OC1968.and adjusted by the National Geodetic Survey in March 1998. OC1968 OC1968 OC1968.The Laplace correction was computed from DEFLEC99 derived deflections. OC1968 OC1968.The geoid height was determined by GEOID03. OC1968 OC1968; North East Units Scale Factor Converg. OC1968;SPC ME W - 107,625.238 893,139.886 MT 0.99996725 -0 03 32.4 OC1968;UTM 19 - 4,850,650.850 399,295.195 MT 0.99972474 -0 51 59.8 OC1968 OC1968 SUPERSEDED SURVEY CONTROL OC1968 OC1968 NAD 83(1992)- 43 48 07.44054(N) 070 15 06.90369(W) AD( ) 4 OC1968 NAD 83(1986)- 43 48 07.44645(N) 070 15 06.90907(W) AD( ) 4 OC1968 NAD 27 - 43 48 07.16244(N) 070 15 08.72372(W) AD( ) 3 OC1968 OC1968.Superseded values are not recommended for survey control. OC1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC1968.See file dsdata.txt to determine how the superseded data were derived. OC1968 OC1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9929550651(NAD 83) OC1968_MARKER: 53 = ELEVATED TANK OC1968 OC1968 HISTORY - Date Condition Report By OC1968 HISTORY - 1975 FIRST OBSERVED NGS OC1968 HISTORY - 19920730 GOOD USPSQD OC1968 HISTORY - 20050228 MARK NOT FOUND USPSQD OC1968 OC1968 STATION DESCRIPTION OC1968 OC1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA) OC1968'THE STATION, CUMBERLAND CENTER TANK, IS THE VENT STACK ATOP THE OC1968'140 FOOT, ELEVATED, WATERTANK. LOCATED IN CUMBERLAND ON THE EAST OC1968'SIDE OF ROUTE 9 0.4 MILES NORTH OF THE INTERSECTION OF ROUTE 9 OC1968'AND BLANCHARD ROAD. OC1968 OC1968 STATION RECOVERY (1992) OC1968 OC1968'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW) OC1968'RECOVERED IN GOOD CONDITION. OC1968 OC1968 STATION RECOVERY (2005) OC1968 OC1968'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OC1968'THE TANK WAS REPORTED TO NGS, BY THIS OBSERVER, A FEW YEARS BACK AS OC1968'DESTROYED ALONG WITH A SUPORTING NEWSPAPER PHOTO OF THE ACTUAL TEARING OC1968'DOWN PROCESS. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OC1483 *********************************************************************** OC1483 DESIGNATION - FREEPORT E MUN STANDPIPE OC1483 PID - OC1483 OC1483 STATE/COUNTY- ME/CUMBERLAND OC1483 USGS QUAD - FREEPORT (1970) OC1483 OC1483 *CURRENT SURVEY CONTROL OC1483 ___________________________________________________________________ OC1483* NAD 83(1996)- 43 51 15.45794(N) 070 05 50.72834(W) ADJUSTED OC1483* NAVD 88 - OC1483 ___________________________________________________________________ OC1483 LAPLACE CORR- 3.18 (seconds) DEFLEC99 OC1483 GEOID HEIGHT- -26.06 (meters) GEOID03 OC1483 OC1483 HORZ ORDER - THIRD OC1483 OC1483.The horizontal coordinates were established by classical geodetic methods OC1483.and adjusted by the National Geodetic Survey in March 1998. OC1483 OC1483 OC1483.The Laplace correction was computed from DEFLEC99 derived deflections. OC1483 OC1483.The geoid height was determined by GEOID03. OC1483 OC1483; North East Units Scale Factor Converg. OC1483;SPC ME W - 113,426.694 905,567.035 MT 0.99996705 +0 02 52.7 OC1483;UTM 19 - 4,856,275.043 411,799.703 MT 0.99969568 -0 45 37.3 OC1483 OC1483 SUPERSEDED SURVEY CONTROL OC1483 OC1483 NAD 83(1992)- 43 51 15.45644(N) 070 05 50.72831(W) AD( ) 4 OC1483 NAD 83(1986)- 43 51 15.46217(N) 070 05 50.73346(W) AD( ) 4 OC1483 NAD 27 - 43 51 15.17543(N) 070 05 52.56015(W) AD( ) 3 OC1483 OC1483.Superseded values are not recommended for survey control. OC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC1483.See file dsdata.txt to determine how the superseded data were derived. OC1483 OC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1180056275(NAD 83) OC1483_MARKER: 52 = STANDPIPE TANK OC1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OC1483+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OC1483 OC1483 HISTORY - Date Condition Report By OC1483 HISTORY - 1975 FIRST OBSERVED NGS OC1483 HISTORY - 20050228 GOOD USPSQD OC1483 OC1483 STATION DESCRIPTION OC1483 OC1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA) OC1483'THE STATION, IS THE VENT STACK AT THE TOP-CENTER OF A 105 FOOT OC1483'TALL, 36 FOOT DIAMETER STANDPIPE WHICH WAS BUILT BY CHICAGO OC1483'BRIDGE AND IRON COMPANY IN 1972. STATION IS IN THE TOWN OF OC1483'FREEPORT REACHED FROM U.S. ROUTE 1 AND BOW STREET TRAVEL 0.35 OC1483'MILES ON BOW STREET TO A GRAVEL ROAD TO THE RIGHT. TURN RIGHT, OC1483'TRAVEL 0.05 MILES TO A CUL-DE-SAC. TURN RIGHT, TRAVEL 0.15 OC1483'MILES TO TANK ON THE RIGHT. OC1483 OC1483 STATION RECOVERY (2005) OC1483 OC1483'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OC1483'THE COLOR IS NOW GREEN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OC1440 *********************************************************************** OC1440 DESIGNATION - FREEPORT FAA MICROWAVE OC1440 PID - OC1440 OC1440 STATE/COUNTY- ME/CUMBERLAND OC1440 USGS QUAD - LISBON FALLS SOUTH (1979) OC1440 OC1440 *CURRENT SURVEY CONTROL OC1440 ___________________________________________________________________ OC1440* NAD 83(1996)- 43 53 23.45750(N) 070 06 06.78433(W) ADJUSTED OC1440* NAVD 88 - OC1440 ___________________________________________________________________ OC1440 LAPLACE CORR- 3.31 (seconds) DEFLEC99 OC1440 GEOID HEIGHT- -26.08 (meters) GEOID03 OC1440 OC1440 HORZ ORDER - THIRD OC1440 OC1440.The horizontal coordinates were established by classical geodetic methods OC1440.and adjusted by the National Geodetic Survey in March 1998. OC1440 OC1440 OC1440.The Laplace correction was computed from DEFLEC99 derived deflections. OC1440 OC1440.The geoid height was determined by GEOID03. OC1440 OC1440; North East Units Scale Factor Converg. OC1440;SPC ME W - 117,376.826 905,205.358 MT 0.99996700 +0 02 41.7 OC1440;UTM 19 - 4,860,228.815 411,493.890 MT 0.99969634 -0 45 50.2 OC1440 OC1440 SUPERSEDED SURVEY CONTROL OC1440 OC1440 NAD 83(1992)- 43 53 23.45604(N) 070 06 06.78425(W) AD( ) 4 OC1440 NAD 83(1986)- 43 53 23.46183(N) 070 06 06.78930(W) AD( ) 4 OC1440 NAD 27 - 43 53 23.17466(N) 070 06 08.61349(W) AD( ) 3 OC1440 OC1440.Superseded values are not recommended for survey control. OC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC1440.See file dsdata.txt to determine how the superseded data were derived. OC1440 OC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1149460229(NAD 83) OC1440_MARKER: 44 = MICROWAVE MAST OC1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OC1440+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OC1440 OC1440 HISTORY - Date Condition Report By OC1440 HISTORY - 1975 FIRST OBSERVED NGS OC1440 HISTORY - 20050228 GOOD USPSQD OC1440 OC1440 STATION DESCRIPTION OC1440 OC1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA) OC1440'THE STATION, FREEPORT FEDERAL AVIATION AGENCY MICROWAVE, IS THE OC1440'ECCENTRIC LIGHT AT THE TOP OF THE 315 FOOT HIGH MAST. STATION OC1440'IS IN THE TOWN OF FREEPORT 0.6 MILES DOWN A DIRT ROAD FROM THE OC1440'JUNCTION DIRT ROAD AND CURTIS ROAD WHICH IS 0.1 MILES FROM OC1440'JUNCTION CURTIS ROAD AND ROUTE 136. OC1440 OC1440 STATION RECOVERY (2005) OC1440 OC1440'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OC1440'FROM THE JCT. OF CURTIS RD. AND RT.136 GO 0.1 MILE ON CURTIS TO OC1440'BRAGDON RD. WHICH IS NOW PAVED. GO 0.6 MILE ON BRAGDON TO TOWER ON OC1440'LEFT. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OC1484 *********************************************************************** OC1484 DESIGNATION - FREEPORT W MUN STANDPIPE OC1484 PID - OC1484 OC1484 STATE/COUNTY- ME/CUMBERLAND OC1484 USGS QUAD - FREEPORT (1970) OC1484 OC1484 *CURRENT SURVEY CONTROL OC1484 ___________________________________________________________________ OC1484* NAD 83(1996)- 43 51 42.92896(N) 070 06 11.79484(W) ADJUSTED OC1484* NAVD 88 - OC1484 ___________________________________________________________________ OC1484 LAPLACE CORR- 3.17 (seconds) DEFLEC99 OC1484 GEOID HEIGHT- -26.07 (meters) GEOID03 OC1484 OC1484 HORZ ORDER - THIRD OC1484 OC1484.The horizontal coordinates were established by classical geodetic methods OC1484.and adjusted by the National Geodetic Survey in March 1998. OC1484 OC1484 OC1484.The Laplace correction was computed from DEFLEC99 derived deflections. OC1484 OC1484.The geoid height was determined by GEOID03. OC1484 OC1484; North East Units Scale Factor Converg. OC1484;SPC ME W - 114,274.146 905,095.903 MT 0.99996699 +0 02 38.1 OC1484;UTM 19 - 4,857,128.827 411,340.698 MT 0.99969668 -0 45 52.3 OC1484 OC1484 SUPERSEDED SURVEY CONTROL OC1484 OC1484 NAD 83(1992)- 43 51 42.92750(N) 070 06 11.79478(W) AD( ) 4 OC1484 NAD 83(1986)- 43 51 42.93346(N) 070 06 11.79980(W) AD( ) 4 OC1484 NAD 27 - 43 51 42.64677(N) 070 06 13.62627(W) AD( ) 3 OC1484 OC1484.Superseded values are not recommended for survey control. OC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC1484.See file dsdata.txt to determine how the superseded data were derived. OC1484 OC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1134157129(NAD 83) OC1484_MARKER: 52 = STANDPIPE TANK OC1484 OC1484 HISTORY - Date Condition Report By OC1484 HISTORY - 1975 FIRST OBSERVED NGS OC1484 HISTORY - 20050228 MARK NOT FOUND USPSQD OC1484 OC1484 STATION DESCRIPTION OC1484 OC1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA) OC1484'THE STATION IS THE VENT STACK ATOP THE 67 FOOT HIGH, 25 FOOT OC1484'DIAMETER STANDPIPE WHICH WAS BUILT BY PORTLAND COMPANY IN OC1484'1891. STATION IS IN THE TOWN OF FREEPORT. 48 FEET SOUTH OF THE OC1484'CENTERLINE OF MAPLE STREET. 33 FEET SOUTH OF A FIRE OC1484'HYDRANT. 33 FEET SOUTH WEST OF STATION FREEPORT (MDOT). OC1484 OC1484 STATION RECOVERY (2005) OC1484 OC1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OC1484'AT THE LOCATION NO TANK IS THERE. THE LOCATION WAS CHECKED BY GPS, IS OC1484'NOW AN EMPTY LOT. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0584 *********************************************************************** OB0584 DESIGNATION - HARPSWELL CHURCH 1854 OB0584 PID - OB0584 OB0584 STATE/COUNTY- ME/CUMBERLAND OB0584 USGS QUAD - ORRS ISLAND (1997) OB0584 OB0584 *CURRENT SURVEY CONTROL OB0584 ___________________________________________________________________ OB0584* NAD 83(1996)- 43 47 59.55200(N) 069 59 10.91373(W) ADJUSTED OB0584* NAVD 88 - 41. (meters) 135. (feet) SCALED OB0584 ___________________________________________________________________ OB0584 LAPLACE CORR- 2.89 (seconds) DEFLEC99 OB0584 GEOID HEIGHT- -25.89 (meters) GEOID03 OB0584 OB0584 HORZ ORDER - THIRD OB0584 OB0584.The horizontal coordinates were established by classical geodetic methods OB0584.and adjusted by the National Geodetic Survey in March 1998. OB0584 OB0584.The orthometric height was scaled from a topographic map. OB0584 OB0584.The Laplace correction was computed from DEFLEC99 derived deflections. OB0584 OB0584.The geoid height was determined by GEOID03. OB0584 OB0584; North East Units Scale Factor Converg. OB0584;SPC ME W - 107,394.008 914,509.353 MT 0.99996925 +0 07 29.3 OB0584;UTM 19 - 4,850,118.598 420,653.572 MT 0.99967744 -0 40 57.9 OB0584 OB0584! - Elev Factor x Scale Factor = Combined Factor OB0584!SPC ME W - 0.99999766 x 0.99996925 = 0.99996691 OB0584!UTM 19 - 0.99999766 x 0.99967744 = 0.99967510 OB0584 OB0584: Primary Azimuth Mark Grid Az OB0584:SPC ME W - HASKELL ISLAND 202 03 34.3 OB0584:UTM 19 - HASKELL ISLAND 202 52 01.5 OB0584 OB0584|---------------------------------------------------------------------| OB0584| PID Reference Object Distance Geod. Az | OB0584| dddmmss.s | OB0584| OB0597 BRUNSWICK CONG CHURCH SPIRE APPROX.12.5 KM 0084226.4 | OB0584| OB0598 BOWDOIN COLL CHAPEL S TURRET APPROX.12.2 KM 0091133.1 | OB0584| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL APPROX.12.2 KM 0091201.0 | OB0584| OB0483 MORSE MT RADAR TOWER APPROX.14.6 KM 1175504.2 | OB0584| OB0473 WINSLOW MORSE APPROX.13.1 KM 1232355.6 | OB0584| OC1454 STOVER APPROX. 5.7 KM 1973932.8 | OB0584| OC1553 HASKELL ISLAND APPROX.10.0 KM 2021103.6 | OB0584| OC1494 PARKERS PT APPROX.12.7 KM 2644117.6 | OB0584| OC1462 FREEPORT DARK SPIRE APPROX.11.5 KM 3071529.1 | OB0584| OB0593 TATE APPROX.21.7 KM 3581018.4 | OB0584| OB0594 ROSS HOUSE CHIMNEY APPROX. 8.6 KM 3583511.6 | OB0584|---------------------------------------------------------------------| OB0584 OB0584 SUPERSEDED SURVEY CONTROL OB0584 OB0584 NAD 83(1992)- 43 47 59.55017(N) 069 59 10.91342(W) AD( ) 3 OB0584 NAD 83(1986)- 43 47 59.55597(N) 069 59 10.91871(W) AD( ) 3 OB0584 NAD 27 - 43 47 59.25900(N) 069 59 12.74600(W) AD( ) 3 OB0584 OB0584.Superseded values are not recommended for survey control. OB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0584.See file dsdata.txt to determine how the superseded data were derived. OB0584 OB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2065450119(NAD 83) OB0584_MARKER: 90 = CHURCH SPIRE OB0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OB0584+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OB0584 OB0584 HISTORY - Date Condition Report By OB0584 HISTORY - 1854 FIRST OBSERVED CGS OB0584 HISTORY - 1911 GOOD CGS OB0584 HISTORY - 1933 GOOD CGS OB0584 HISTORY - 1943 GOOD CGS OB0584 HISTORY - 1979 GOOD LOCENG OB0584 HISTORY - 20030909 GOOD USPSQD OB0584 HISTORY - 20050228 GOOD USPSQD OB0584 OB0584 STATION DESCRIPTION OB0584 OB0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 OB0584'THE CONGREGATIONAL CHURCH AT HARPSWELL CENTER ON HARPSWELL OB0584'NECK. THE STATION WAS IN THE BELFRY, AND THE POINT WAS MARKED, OB0584'BUT THE LARGE BELL, SINCE INSTALLED, PREVENTS A RE-OCCUPATION. THE OB0584'VANE ROD JUST BELOW THE VANE CORRESPONDS WITH THE STATION CENTER. OB0584 OB0584 STATION RECOVERY (1933) OB0584 OB0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD) OB0584'THIS STATION IS THE TALL, SLENDER, WHITE SPIRE OF THE ELIJAH OB0584'KELLOGG CONGREGATIONAL CHURCH AT HARPSWELL CENTER ABOUT 8 MILES OB0584'S OF BRUNSWICK, MAINE. TO REACH FROM BRUNSWICK, FOLLOW STATE OB0584'HIGHWAY 123 TO CHURCH WHICH IS ON E SIDE OF ROAD. OB0584 OB0584 STATION RECOVERY (1943) OB0584 OB0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG) OB0584'RECOVERED AS DESCRIBED. OB0584 OB0584 STATION RECOVERY (1979) OB0584 OB0584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM) OB0584'STATION RECOVERED BY WHITMAN AND HOWARD, INC. OB0584' OB0584'THE VAUE IS BENT, BUT STILL INTACT. OB0584' OB0584'DESCRIPTION IS ADEQUATE. OB0584 OB0584 STATION RECOVERY (2003) OB0584 OB0584'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) OB0584'RECOVERED IN GOOD CONDITION. OB0584 OB0584 STATION RECOVERY (2005) OB0584 OB0584'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0584'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OB0575 *********************************************************************** OB0575 DESIGNATION - HARPSWELL MERRUCOONEGAN CUPOLA OB0575 PID - OB0575 OB0575 STATE/COUNTY- ME/CUMBERLAND OB0575 USGS QUAD - ORRS ISLAND (1997) OB0575 OB0575 *CURRENT SURVEY CONTROL OB0575 ___________________________________________________________________ OB0575* NAD 83(1996)- 43 51 16.28095(N) 069 56 56.00962(W) ADJUSTED OB0575* NAVD 88 - OB0575 ___________________________________________________________________ OB0575 LAPLACE CORR- 2.89 (seconds) DEFLEC99 OB0575 GEOID HEIGHT- -25.88 (meters) GEOID03 OB0575 OB0575 HORZ ORDER - THIRD OB0575 OB0575.The horizontal coordinates were established by classical geodetic methods OB0575.and adjusted by the National Geodetic Survey in March 1998. OB0575 OB0575 OB0575.The Laplace correction was computed from DEFLEC99 derived deflections. OB0575 OB0575.The geoid height was determined by GEOID03. OB0575 OB0575; North East Units Scale Factor Converg. OB0575;SPC ME W - 113,472.817 917,508.953 MT 0.99997044 +0 09 03.2 OB0575;UTM 19 - 4,856,152.723 423,737.677 MT 0.99967153 -0 39 26.8 OB0575 OB0575 SUPERSEDED SURVEY CONTROL OB0575 OB0575 NAD 83(1992)- 43 51 16.27933(N) 069 56 56.00905(W) AD( ) 4 OB0575 NAD 83(1986)- 43 51 16.28504(N) 069 56 56.01434(W) AD( ) 4 OB0575 NAD 27 - 43 51 15.99300(N) 069 56 57.84100(W) AD( ) 3 OB0575 OB0575.Superseded values are not recommended for survey control. OB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OB0575.See file dsdata.txt to determine how the superseded data were derived. OB0575 OB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2373856153(NAD 83) OB0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OB0575+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OB0575 OB0575 HISTORY - Date Condition Report By OB0575 HISTORY - UNK MONUMENTED OB0575 HISTORY - 1942 SEE DESCRIPTION CGS OB0575 HISTORY - 1957 SEE DESCRIPTION USN OB0575 HISTORY - 20030909 GOOD USPSQD OB0575 HISTORY - 20050228 GOOD USPSQD OB0575 OB0575 STATION DESCRIPTION OB0575 OB0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM) OB0575'THE STATION IS THE CUPOLA ON THE BARN WHICH IS ON THE E PORTION OB0575'OF SEVERAL BUILDINGS FORMING A U. ON STATE HIGHWAY 123, BETWEEN OB0575'MIDDLE BAY COVE AND HARPSWELL COVE. OB0575 OB0575 STATION RECOVERY (1957) OB0575 OB0575'RECOVERY NOTE BY US NAVY 1957 OB0575'RECOVERED AS DESCRIBED IN 1933. THIS PROPERTY IS OWNED BY OB0575'MR. GEORGE SKOLFIELD. DATE ON BARN IS 1897. OB0575 OB0575 STATION RECOVERY (2003) OB0575 OB0575'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) OB0575'STATION FOUND GOOD. BARN IS 0.1 MILE WEST OF STATE ROAD 123 AT THE END OB0575'OF SKOLFIELD PLACE. DATE ON THE BARN IS 1897. OB0575 OB0575 STATION RECOVERY (2005) OB0575 OB0575'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OB0575'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 OC1863 *********************************************************************** OC1863 DESIGNATION - WEST FALMOUTH BAP CH SPIRE OC1863 PID - OC1863 OC1863 STATE/COUNTY- ME/CUMBERLAND OC1863 USGS QUAD - PORTLAND WEST (1978) OC1863 OC1863 *CURRENT SURVEY CONTROL OC1863 ___________________________________________________________________ OC1863* NAD 83(1996)- 43 44 47.78880(N) 070 18 06.78503(W) ADJUSTED OC1863* NAVD 88 - OC1863 ___________________________________________________________________ OC1863 LAPLACE CORR- 3.01 (seconds) DEFLEC99 OC1863 GEOID HEIGHT- -26.28 (meters) GEOID03 OC1863 OC1863 HORZ ORDER - THIRD OC1863 OC1863.The horizontal coordinates were established by classical geodetic methods OC1863.and adjusted by the National Geodetic Survey in March 1998. OC1863 OC1863 OC1863.The Laplace correction was computed from DEFLEC99 derived deflections. OC1863 OC1863.The geoid height was determined by GEOID03. OC1863 OC1863; North East Units Scale Factor Converg. OC1863;SPC ME W - 101,468.849 889,108.986 MT 0.99996813 -0 05 36.6 OC1863;UTM 19 - 4,844,553.308 395,178.943 MT 0.99973514 -0 54 01.1 OC1863 OC1863 SUPERSEDED SURVEY CONTROL OC1863 OC1863 NAD 83(1992)- 43 44 47.78753(N) 070 18 06.78564(W) AD( ) 4 OC1863 NAD 83(1986)- 43 44 47.79347(N) 070 18 06.79098(W) AD( ) 4 OC1863 NAD 27 - 43 44 47.50820(N) 070 18 08.60965(W) AD( ) 3 OC1863 OC1863.Superseded values are not recommended for survey control. OC1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC1863.See file dsdata.txt to determine how the superseded data were derived. OC1863 OC1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9517944553(NAD 83) OC1863_MARKER: 90 = CHURCH SPIRE OC1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OC1863+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005 OC1863 OC1863 HISTORY - Date Condition Report By OC1863 HISTORY - 1975 FIRST OBSERVED NGS OC1863 HISTORY - 19920730 GOOD USPSQD OC1863 HISTORY - 20020813 GOOD USPSQD OC1863 HISTORY - 20050228 GOOD USPSQD OC1863 OC1863 STATION DESCRIPTION OC1863 OC1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA) OC1863'THE STATION, WEST FALMOUTH CHURCH SPIRE, IS THE WEATHERVANE ATOP OC1863'THE BLACK CAP, 60 FOOT HIGH BELFRY OF THE BAPTIST CHURCH OC1863'SPIRE. LOCATED IN THE TOWN OF WEST FALMOUTH ON THE MOUNTAIN OC1863'ROAD 0.15 MILES WEST OF INTERSECTION MOUNTAIN ROAD WITH ROUTES 26 OC1863'AND 100. OC1863 OC1863 STATION RECOVERY (1992) OC1863 OC1863'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW) OC1863'RECOVERED IN GOOD CONDITION. OC1863 OC1863 STATION RECOVERY (2002) OC1863 OC1863'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW) OC1863'RECOVERED IN GOOD CONDITION. OC1863 OC1863 STATION RECOVERY (2005) OC1863 OC1863'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW) OC1863'RECOVERED IN GOOD CONDITION.