1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX0444 *********************************************************************** LX0444 DESIGNATION - 5 T OF MADISON LX0444 PID - LX0444 LX0444 STATE/COUNTY- CT/NEW HAVEN LX0444 USGS QUAD - CLINTON (1984) LX0444 LX0444 *CURRENT SURVEY CONTROL LX0444 ___________________________________________________________________ LX0444* NAD 83(1986)- 41 16 41. (N) 072 37 22. (W) SCALED LX0444* NAVD 88 - 6.628 (meters) 21.75 (feet) ADJUSTED LX0444 ___________________________________________________________________ LX0444 GEOID HEIGHT- -30.17 (meters) GEOID99 LX0444 DYNAMIC HT - 6.625 (meters) 21.74 (feet) COMP LX0444 MODELED GRAV- 980,290.9 (mgal) NAVD 88 LX0444 LX0444 VERT ORDER - FIRST CLASS I LX0444 LX0444.The horizontal coordinates were scaled from a topographic map and have LX0444.an estimated accuracy of +/- 6 seconds. LX0444 LX0444.The orthometric height was determined by differential leveling LX0444.and adjusted by the National Geodetic Survey in June 1991. LX0444 LX0444.The geoid height was determined by GEOID99. LX0444 LX0444.The dynamic height is computed by dividing the NAVD 88 LX0444.geopotential number by the normal gravity value computed on the LX0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX0444.degrees latitude (g = 980.6199 gals.). LX0444 LX0444.The modeled gravity was interpolated from observed gravity values. LX0444 LX0444; North East Units Estimated Accuracy LX0444;SPC CT - 201,800. 315,460. MT (+/- 180 meters Scaled) LX0444 LX0444 SUPERSEDED SURVEY CONTROL LX0444 LX0444 NGVD 29 (??/??/92) 6.933 (m) 22.75 (f) ADJ UNCH 1 1 LX0444 LX0444.Superseded values are not recommended for survey control. LX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX0444.See file dsdata.txt to determine how the superseded data were derived. LX0444 LX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL990723(NAD 83) LX0444_MARKER: DD = SURVEY DISK LX0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX0444_STAMPING: 5 LX0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX0444+STABILITY: SURFACE MOTION LX0444 LX0444 HISTORY - Date Condition Report By LX0444 HISTORY - UNK MONUMENTED CT0360 LX0444 HISTORY - 1965 GOOD NGS LX0444 HISTORY - 20030916 MARK NOT FOUND USPSQD LX0444 LX0444 STATION DESCRIPTION LX0444 LX0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 LX0444'1.6 MI W FROM MADISON. LX0444'1.6 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT LX0444'MADISON, ABOUT 0.65 MILES SOUTHEAST OF THE NEW YORK, NEW HAVEN LX0444'AND HARTFORD RAILROAD, 101 FEET SOUTHEAST OF THE CENTER OF THE LX0444'JUNCTION OF THE HIGHWAY AND MAPLEWOOD LANE, 32 FEET SOUTHEAST OF LX0444'THE CENTER LINE OF A DRIVEWAY, 23 1/2 FEET SOUTHWEST OF THE LX0444'CENTER LINE OF THE HIGHWAY, 22 1/2 FEET NORTHWEST OF THE 4 TH LX0444'30-INCH ELM TREE SOUTHEAST OF MAPLEWOOD AVENUE, 1 FOOT BELOW THE LX0444'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST LX0444'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND. LX0444 LX0444 STATION RECOVERY (2003) LX0444 LX0444'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX0444'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX0445 *********************************************************************** LX0445 DESIGNATION - 6 T OF MADISON LX0445 PID - LX0445 LX0445 STATE/COUNTY- CT/NEW HAVEN LX0445 USGS QUAD - CLINTON (1984) LX0445 LX0445 *CURRENT SURVEY CONTROL LX0445 ___________________________________________________________________ LX0445* NAD 83(1986)- 41 16 42. (N) 072 36 51. (W) SCALED LX0445* NAVD 88 - 7.955 (meters) 26.10 (feet) ADJUSTED LX0445 ___________________________________________________________________ LX0445 GEOID HEIGHT- -30.18 (meters) GEOID99 LX0445 DYNAMIC HT - 7.953 (meters) 26.09 (feet) COMP LX0445 MODELED GRAV- 980,291.0 (mgal) NAVD 88 LX0445 LX0445 VERT ORDER - FIRST CLASS I LX0445 LX0445.The horizontal coordinates were scaled from a topographic map and have LX0445.an estimated accuracy of +/- 6 seconds. LX0445 LX0445.The orthometric height was determined by differential leveling LX0445.and adjusted by the National Geodetic Survey in June 1991. LX0445 LX0445.The geoid height was determined by GEOID99. LX0445 LX0445.The dynamic height is computed by dividing the NAVD 88 LX0445.geopotential number by the normal gravity value computed on the LX0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX0445.degrees latitude (g = 980.6199 gals.). LX0445 LX0445.The modeled gravity was interpolated from observed gravity values. LX0445 LX0445; North East Units Estimated Accuracy LX0445;SPC CT - 201,830. 316,180. MT (+/- 180 meters Scaled) LX0445 LX0445 SUPERSEDED SURVEY CONTROL LX0445 LX0445 NGVD 29 (??/??/92) 8.261 (m) 27.10 (f) ADJ UNCH 1 1 LX0445 LX0445.Superseded values are not recommended for survey control. LX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX0445.See file dsdata.txt to determine how the superseded data were derived. LX0445 LX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL998724(NAD 83) LX0445_MARKER: DD = SURVEY DISK LX0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX0445_STAMPING: 6 LX0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX0445+STABILITY: SURFACE MOTION LX0445 LX0445 HISTORY - Date Condition Report By LX0445 HISTORY - UNK MONUMENTED CT0360 LX0445 HISTORY - 1965 GOOD NGS LX0445 HISTORY - 20030916 MARK NOT FOUND USPSQD LX0445 LX0445 STATION DESCRIPTION LX0445 LX0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 LX0445'1.2 MI W FROM MADISON. LX0445'1.2 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT LX0445'MADISON, AT THE OUTSIDE OF A CURVE, NEAR THE WEST CORNER OF LX0445'THE WESTSIDE CEMETERY, 49 FEET NORTHEAST OF THE CENTER LINE LX0445'OF THE HIGHWAY, 4.8 FEET SOUTH OF THE SOUTH CORNER OF STONE POST LX0445'A CORNER OF CEMETERY, 3.7 FEET SOUTHWEST OF THE METAL FENCE LX0445'AROUND CEMETERY, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN LX0445'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. LX0445 LX0445 STATION RECOVERY (2003) LX0445 LX0445'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX0445'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX0448 *********************************************************************** LX0448 DESIGNATION - 9 T OF MADISON LX0448 PID - LX0448 LX0448 STATE/COUNTY- CT/NEW HAVEN LX0448 USGS QUAD - CLINTON (1984) LX0448 LX0448 *CURRENT SURVEY CONTROL LX0448 ___________________________________________________________________ LX0448* NAD 83(1986)- 41 16 38. (N) 072 36 18. (W) SCALED LX0448* NAVD 88 - 6.161 (meters) 20.21 (feet) ADJUSTED LX0448 ___________________________________________________________________ LX0448 GEOID HEIGHT- -30.19 (meters) GEOID99 LX0448 DYNAMIC HT - 6.159 (meters) 20.21 (feet) COMP LX0448 MODELED GRAV- 980,291.0 (mgal) NAVD 88 LX0448 LX0448 VERT ORDER - FIRST CLASS I LX0448 LX0448.The horizontal coordinates were scaled from a topographic map and have LX0448.an estimated accuracy of +/- 6 seconds. LX0448 LX0448.The orthometric height was determined by differential leveling LX0448.and adjusted by the National Geodetic Survey in June 1991. LX0448 LX0448.The geoid height was determined by GEOID99. LX0448 LX0448.The dynamic height is computed by dividing the NAVD 88 LX0448.geopotential number by the normal gravity value computed on the LX0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX0448.degrees latitude (g = 980.6199 gals.). LX0448 LX0448.The modeled gravity was interpolated from observed gravity values. LX0448 LX0448; North East Units Estimated Accuracy LX0448;SPC CT - 201,710. 316,950. MT (+/- 180 meters Scaled) LX0448 LX0448 SUPERSEDED SURVEY CONTROL LX0448 LX0448 NGVD 29 (??/??/92) 6.468 (m) 21.22 (f) ADJ UNCH 1 1 LX0448 LX0448.Superseded values are not recommended for survey control. LX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX0448.See file dsdata.txt to determine how the superseded data were derived. LX0448 LX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL005722(NAD 83) LX0448_MARKER: DD = SURVEY DISK LX0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX0448_STAMPING: 9 LX0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX0448+STABILITY: SURFACE MOTION LX0448 LX0448 HISTORY - Date Condition Report By LX0448 HISTORY - UNK MONUMENTED CT0360 LX0448 HISTORY - 1965 GOOD NGS LX0448 HISTORY - 20030916 MARK NOT FOUND USPSQD LX0448 LX0448 STATION DESCRIPTION LX0448 LX0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 LX0448'AT MADISON. LX0448'AT MADISON, ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE LX0448'POST OFFICE, AT THE OUTSIDE OF A CURVE, 22 FEET SOUTH OF THE LX0448'CENTER LINE OF THE HIGHWAY, 118 FEET SOUTHWEST OF THE CENTER LX0448'OF THE JUNCTION OF THE HIGHWAY AND BRITTON LANE, 7 1/2 FEET LX0448'EAST OF POWER LINE BRACE POLE NO. 102S, 6 FEET NORTHEAST OF A LX0448'10-INCH MAPLE TREE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE LX0448'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE LX0448'GROUND. LX0448 LX0448 STATION RECOVERY (2003) LX0448 LX0448'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX0448'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX6244 *********************************************************************** LX6244 DESIGNATION - GUILFORD EPIS CHURCH TOWER LX6244 PID - LX6244 LX6244 STATE/COUNTY- CT/NEW HAVEN LX6244 USGS QUAD - GUILFORD (1984) LX6244 LX6244 *CURRENT SURVEY CONTROL LX6244 ___________________________________________________________________ LX6244* NAD 83(1996)- 41 16 57.07545(N) 072 40 50.26975(W) ADJUSTED LX6244* NAVD 88 - LX6244 ___________________________________________________________________ LX6244 LAPLACE CORR- -2.86 (seconds) DEFLEC99 LX6244 GEOID HEIGHT- -30.08 (meters) GEOID99 LX6244 LX6244 HORZ ORDER - THIRD LX6244 LX6244.The horizontal coordinates were established by classical geodetic methods LX6244.and adjusted by the National Geodetic Survey in August 1998. LX6244 LX6244 LX6244.The Laplace correction was computed from DEFLEC99 derived deflections. LX6244 LX6244.The geoid height was determined by GEOID99. LX6244 LX6244; North East Units Scale Converg. LX6244;SPC CT - 202,288.176 310,611.991 MT 0.99999270 +0 02 45.6 LX6244;SPC NY L - 124,748.054 410,528.452 MT 1.00002334 +0 51 46.7 LX6244;UTM 18 - 4,572,714.904 694,234.199 MT 1.00006432 +1 31 50.6 LX6244 LX6244 SUPERSEDED SURVEY CONTROL LX6244 LX6244 NAD 83(1992)- 41 16 57.07456(N) 072 40 50.26960(W) AD( ) 4 LX6244 NAD 83(1986)- 41 16 57.07677(N) 072 40 50.27246(W) AD( ) 4 LX6244 NAD 27 - 41 16 56.73000(N) 072 40 51.93000(W) AD( ) 3 LX6244 LX6244.Superseded values are not recommended for survey control. LX6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX6244.See file dsdata.txt to determine how the superseded data were derived. LX6244 LX6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9423472715(NAD 83) LX6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX6244+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 LX6244 LX6244 HISTORY - Date Condition Report By LX6244 HISTORY - 1933 MONUMENTED CGS LX6244 HISTORY - 1962 SEE DESCRIPTION CGS LX6244 HISTORY - 1984 GOOD USPSQD LX6244 HISTORY - 20030916 GOOD USPSQD LX6244 LX6244 STATION DESCRIPTION LX6244 LX6244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) LX6244'THIS IS CHRIST EPISCOPAL CHURCH FACING THE E SIDE OF GUILFORD GREEN. LX6244' LX6244'CHURCH AND TOWER ARE BUILT OF GRAY STONE. THE TOWER IS SQUARE LX6244'IN SECTION AND HAS EIGHT POINTED WOODEN ORNAMENTS AT TOP. ONE LX6244'ON EACH CORNER AND ONE IN THE MIDDLE OF EACH SIDE. LX6244' LX6244'CENTER IS THE CENTER LINE OF THE TOWER. LX6244' LX6244'CENTER IS 14 METERS E OF THE CENTER LINE OF PARK STREET AND 77 LX6244'METERS N OF THE CENTER LINE OF BOSTON STREET. LX6244' LX6244'CENTER IS DIRECTLY ABOVE THE W WALL OF THE CHURCH. LX6244' LX6244'THIS CHURCH IS SCREENED BY TREES. LX6244 LX6244 STATION RECOVERY (1962) LX6244 LX6244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP) LX6244'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD LX6244'CONDITION. ORIGINAL DESCRIPTION IS ADEQUATE. LX6244 LX6244 STATION RECOVERY (1984) LX6244 LX6244'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK) LX6244'THE CHURCH AND STEEPLE ARE STILL STANDING AND APPEAR TO BE IN GOOD LX6244'SHAPE. LX6244 LX6244 STATION RECOVERY (2003) LX6244 LX6244'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX6244'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX6299 *********************************************************************** LX6299 DESIGNATION - GUILFORD FIRE TOWER LX6299 PID - LX6299 LX6299 STATE/COUNTY- CT/NEW HAVEN LX6299 USGS QUAD - DURHAM (1984) LX6299 LX6299 *CURRENT SURVEY CONTROL LX6299 ___________________________________________________________________ LX6299* NAD 83(1996)- 41 25 01.45769(N) 072 42 06.52911(W) ADJUSTED LX6299* NAVD 88 - LX6299 ___________________________________________________________________ LX6299 LAPLACE CORR- -2.82 (seconds) DEFLEC99 LX6299 GEOID HEIGHT- -29.67 (meters) GEOID99 LX6299 LX6299 HORZ ORDER - THIRD LX6299 LX6299.The horizontal coordinates were established by classical geodetic methods LX6299.and adjusted by the National Geodetic Survey in August 1998. LX6299 LX6299 LX6299.The Laplace correction was computed from DEFLEC99 derived deflections. LX6299 LX6299.The geoid height was determined by GEOID99. LX6299 LX6299; North East Units Scale Converg. LX6299;SPC CT - 217,230.077 308,829.054 MT 0.99998520 +0 01 55.0 LX6299;UTM 18 - 4,587,606.566 692,064.018 MT 1.00005399 +1 31 14.9 LX6299 LX6299 SUPERSEDED SURVEY CONTROL LX6299 LX6299 NAD 83(1992)- 41 25 01.45686(N) 072 42 06.52902(W) AD( ) 4 LX6299 NAD 83(1986)- 41 25 01.45903(N) 072 42 06.53159(W) AD( ) 4 LX6299 NAD 27 - 41 25 01.11000(N) 072 42 08.18000(W) AD( ) 3 LX6299 LX6299.Superseded values are not recommended for survey control. LX6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX6299.See file dsdata.txt to determine how the superseded data were derived. LX6299 LX6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9206487607(NAD 83) LX6299 LX6299 HISTORY - Date Condition Report By LX6299 HISTORY - 1942 MONUMENTED CGS LX6299 HISTORY - 20030916 MARK NOT FOUND USPSQD LX6299 LX6299 STATION DESCRIPTION LX6299 LX6299'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ) LX6299'STATION IS LOCATED ON THE HIGHEST POINT OF A HILL KNOWN AS BLUFF LX6299'HEAD. IT IS LOCATED ABOUT 8.0 MILES E OF WALLINGFORD, 4.0 MILES LX6299'WSW OF DURHAM CENTER AND ABOUT 9.0 MILES N OF GUILFORD. THE LX6299'FIRE TOWER IS A STANDARD LOOKOUT OF THE CONN. FOREST SERVICE. IT LX6299'IS A STEEL, FOUR-LEGGED STRUCTURE WITH A METAL ENCLOSED CABIN AT LX6299'THE TOP, 47 FEET IN HEIGHT AND WAS ERECTED IN 1927. LX6299' LX6299'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LX6299'BLUFF HEAD TO THE CENTER AT THE BASE OF THE FIRE TOWER, DISTANCE LX6299'17.318 METERS, 56.82 FEET. LX6299' LX6299'THE POINT OBSERVED UPON WAS THE TOP OF THE CONICAL ROOF. LX6299' LX6299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND LX6299'77 WHICH IS ABOUT 6.0 MILES N OF GUILFORD, GO N ON STATE HIGHWAY LX6299'77 FOR 4.35 MILES TO A DIM ROAD LEFT AT A TRIANGLE BLAZE ON A LX6299'POLE, (THERE ARE POLES IN A LINE ALONG THE LEFT SIDE OF THE LX6299'ROAD). TURN LEFT, W, FOR ABOUT 20 YARDS, THEN LEFT, SW, ON A LX6299'GRAVEL ROAD FOR 1.35 MILES TO A FORK, TAKE THE RIGHT FORK AND GO LX6299'0.35 MILE TO THE GUILFORD FIRE TOWER. LX6299 LX6299 STATION RECOVERY (2003) LX6299 LX6299'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX6299'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX6265 *********************************************************************** LX6265 DESIGNATION - GUILFORD STANDPIPE LX6265 PID - LX6265 LX6265 STATE/COUNTY- CT/NEW HAVEN LX6265 USGS QUAD - GUILFORD (1984) LX6265 LX6265 *CURRENT SURVEY CONTROL LX6265 ___________________________________________________________________ LX6265* NAD 83(1996)- 41 17 18.52222(N) 072 39 29.41789(W) ADJUSTED LX6265* NAVD 88 - LX6265 ___________________________________________________________________ LX6265 LAPLACE CORR- -2.73 (seconds) DEFLEC99 LX6265 GEOID HEIGHT- -30.09 (meters) GEOID99 LX6265 LX6265 HORZ ORDER - THIRD LX6265 LX6265.The horizontal coordinates were established by classical geodetic methods LX6265.and adjusted by the National Geodetic Survey in August 1998. LX6265 LX6265 LX6265.The Laplace correction was computed from DEFLEC99 derived deflections. LX6265 LX6265.The geoid height was determined by GEOID99. LX6265 LX6265; North East Units Scale Converg. LX6265;SPC CT - 202,951.555 312,492.761 MT 0.99999225 +0 03 39.2 LX6265;SPC NY L - 125,438.201 412,399.632 MT 1.00002413 +0 52 39.6 LX6265;UTM 18 - 4,573,426.848 696,097.290 MT 1.00007327 +1 32 44.7 LX6265 LX6265 SUPERSEDED SURVEY CONTROL LX6265 LX6265 NAD 83(1992)- 41 17 18.52132(N) 072 39 29.41774(W) AD( ) 4 LX6265 NAD 83(1986)- 41 17 18.52354(N) 072 39 29.42065(W) AD( ) 4 LX6265 NAD 27 - 41 17 18.17700(N) 072 39 31.08200(W) AD( ) 3 LX6265 LX6265.Superseded values are not recommended for survey control. LX6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX6265.See file dsdata.txt to determine how the superseded data were derived. LX6265 LX6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9609773427(NAD 83) LX6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX6265+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 LX6265 LX6265 HISTORY - Date Condition Report By LX6265 HISTORY - 1933 MONUMENTED CGS LX6265 HISTORY - 1962 SEE DESCRIPTION CGS LX6265 HISTORY - 1976 SEE DESCRIPTION NGS LX6265 HISTORY - 20030916 GOOD USPSQD LX6265 LX6265 STATION DESCRIPTION LX6265 LX6265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) LX6265'THIS STANDPIPE IS A PART OF THE SUPPLY SYSTEM OF THE LX6265'GUILFORD-CHESTER WATER COMPANY. IT IS LOCATED ON THE TOP OF LX6265'CLAPBOARD HILL, JUST N OF THE POST ROAD AND E OF THE INTERSECTION LX6265'OF THE GUILFORD ROAD AND THE GUILFORD CUT-OFF, BOTH OF THEM LX6265'PARTS OF THE BOSTON POST ROAD. LX6265' LX6265'STANDPIPE IS STEEL, PAINTED GRAY AND COVERED. LX6265' LX6265'CENTER IS THE CENTER LINE OF THE BALL AT APEX OF ROOF. LX6265 LX6265 STATION RECOVERY (1962) LX6265 LX6265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP) LX6265'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD LX6265'CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE. LX6265 LX6265 STATION RECOVERY (1976) LX6265 LX6265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC) LX6265'THE STATION IS THE CENTER OF THE BALL ATOP THE GUILFORD LX6265'NORTH STANDPIPE, LOCATED ABOUT 1 MILE NORTHEAST OF LX6265'GUILFORD, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U.S. LX6265'HIGHWAY 1 AND TANNER MARSH ROAD. THE STANDPIPE IS GRAY IN LX6265'COLOR, HAS AN OVER-ALL HEIGHT OF 80 FEET AND OWNED BY THE LX6265'CONNECTICUT WATER COMPANY. LX6265' LX6265'DESCRIBED BY DANNIE J. NOVAK. LX6265 LX6265 STATION RECOVERY (2003) LX6265 LX6265'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX6265'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX6276 *********************************************************************** LX6276 DESIGNATION - GUILFORD WEST STANDPIPE LX6276 PID - LX6276 LX6276 STATE/COUNTY- CT/NEW HAVEN LX6276 USGS QUAD - GUILFORD (1984) LX6276 LX6276 *CURRENT SURVEY CONTROL LX6276 ___________________________________________________________________ LX6276* NAD 83(1996)- 41 15 51.88316(N) 072 41 42.83792(W) ADJUSTED LX6276* NAVD 88 - LX6276 ___________________________________________________________________ LX6276 LAPLACE CORR- -2.99 (seconds) DEFLEC99 LX6276 GEOID HEIGHT- -30.12 (meters) GEOID99 LX6276 LX6276 HORZ ORDER - THIRD LX6276 LX6276.The horizontal coordinates were established by classical geodetic methods LX6276.and adjusted by the National Geodetic Survey in August 1998. LX6276 LX6276 LX6276.The Laplace correction was computed from DEFLEC99 derived deflections. LX6276 LX6276.The geoid height was determined by GEOID99. LX6276 LX6276; North East Units Scale Converg. LX6276;SPC CT - 200,276.143 309,389.971 MT 0.99999412 +0 02 10.7 LX6276;UTM 18 - 4,570,671.749 693,064.633 MT 1.00005875 +1 31 14.0 LX6276 LX6276 SUPERSEDED SURVEY CONTROL LX6276 LX6276 NAD 83(1992)- 41 15 51.88226(N) 072 41 42.83776(W) AD( ) 4 LX6276 NAD 83(1986)- 41 15 51.88449(N) 072 41 42.84073(W) AD( ) 4 LX6276 NAD 27 - 41 15 51.53667(N) 072 41 44.49655(W) AD( ) 3 LX6276 LX6276.Superseded values are not recommended for survey control. LX6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX6276.See file dsdata.txt to determine how the superseded data were derived. LX6276 LX6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9306570672(NAD 83) LX6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX6276+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 LX6276 LX6276 HISTORY - Date Condition Report By LX6276 HISTORY - 1976 MONUMENTED NGS LX6276 HISTORY - 20030916 GOOD USPSQD LX6276 LX6276 STATION DESCRIPTION LX6276 LX6276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) LX6276'THE STATION IS THE FINIAL OF THE GUILFORD WEST STANDPIPE, LX6276'LOCATED ABOUT 5 MILES WEST OF MADISON, 1-1/2 LX6276'MILES EAST OF LEETES ISLAND, 1-1/2 MILES SOUTHWEST OF GUILFORD LX6276'THE STANDPIPE IS A STEEL STRUCTURE, GREEN IN COLOR, HAS LX6276'AN OVER-ALL HEIGHT OF 70 FEET AND OWNED BY THE CONNECTICUT LX6276'WATER COMPANY. LX6276' LX6276'TO REACH THE STATION FROM THE POST OFFICE IN GUILFORD, GO LX6276'SOUTHWEST ON STATE HIGHWAY 146 FOR 1.2 MILES TO WHERE LX6276'HIGHWAY 146 LX6276'TURNS SHARPLY TO THE LEFT, PASSES UNDER THE RAILROAD TRACKS LX6276'AND THEN BEARS BACK TO THE RIGHT. HERE CONTINUE STRAIGHT LX6276'AHEAD, SOUTH, LEAVING HIGHWAY 146 FOR 0.2 MILE TO A LX6276'PAVED DRIVE LX6276'ON THE RIGHT. TURN RIGHT AND FOLLOW THE DRIVE, UPHILL, FOR LX6276'0.1 MILE TO THE TOP OF A SMALL HILL AND THE STATION AS LX6276'DESCRIBED. LX6276' LX6276'DESCRIBED BY NOLAN B. JOHNSON. LX6276 LX6276 STATION RECOVERY (2003) LX6276 LX6276'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX6276'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX6203 *********************************************************************** LX6203 DESIGNATION - MADISON CONG CHURCH TOWER LX6203 PID - LX6203 LX6203 STATE/COUNTY- CT/NEW HAVEN LX6203 USGS QUAD - CLINTON (1984) LX6203 LX6203 *CURRENT SURVEY CONTROL LX6203 ___________________________________________________________________ LX6203* NAD 83(1996)- 41 16 47.79448(N) 072 36 11.25139(W) ADJUSTED LX6203* NAVD 88 - LX6203 ___________________________________________________________________ LX6203 LAPLACE CORR- -2.49 (seconds) DEFLEC99 LX6203 GEOID HEIGHT- -30.18 (meters) GEOID99 LX6203 LX6203 HORZ ORDER - THIRD LX6203 LX6203.The horizontal coordinates were established by classical geodetic methods LX6203.and adjusted by the National Geodetic Survey in August 1998. LX6203 LX6203 LX6203.The Laplace correction was computed from DEFLEC99 derived deflections. LX6203 LX6203.The geoid height was determined by GEOID99. LX6203 LX6203; North East Units Scale Converg. LX6203;SPC CT - 202,009.986 317,105.407 MT 0.99999289 +0 05 50.6 LX6203;SPC NY L - 124,562.434 417,025.371 MT 1.00002300 +0 54 49.2 LX6203;UTM 18 - 4,572,605.031 700,733.209 MT 1.00009592 +1 34 54.6 LX6203 LX6203 SUPERSEDED SURVEY CONTROL LX6203 LX6203 NAD 83(1992)- 41 16 47.79359(N) 072 36 11.25120(W) AD( ) 4 LX6203 NAD 83(1986)- 41 16 47.79575(N) 072 36 11.25429(W) AD( ) 4 LX6203 NAD 27 - 41 16 47.44600(N) 072 36 12.91800(W) AD( ) 3 LX6203 LX6203.Superseded values are not recommended for survey control. LX6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX6203.See file dsdata.txt to determine how the superseded data were derived. LX6203 LX6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0073372605(NAD 83) LX6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX6203+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 LX6203 LX6203 HISTORY - Date Condition Report By LX6203 HISTORY - UNK MONUMENTED LX6203 HISTORY - 1934 SEE DESCRIPTION CGS LX6203 HISTORY - 1962 SEE DESCRIPTION CGS LX6203 HISTORY - 1974 GOOD CTGS LX6203 HISTORY - 1989 GOOD USPSQD LX6203 HISTORY - 1990 GOOD USPSQD LX6203 HISTORY - 20030916 GOOD USPSQD LX6203 LX6203 STATION DESCRIPTION LX6203 LX6203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM) LX6203'THIS CHURCH WAS RECONSTRUCTED IN 1867. IN 1910-15 SOME REPAIRS LX6203'WERE MADE. THE TOWER, THEREFORE, PROBABLY REMAINS AS IN 1882. THE LX6203'CHURCH FRONTS THE N SIDE OF MADISON GREEN, NEAR ITS WESTERN END. LX6203' LX6203'THE CHURCH AND TOWER ARE PAINTED WHITE AND KEPT IN VERY GOOD LX6203'REPAIR. THE TOWER WITH ITS GILDED DOME IS A PROMINENT LANDMARK LX6203'FROM BOTH LAND AND WATER. LX6203' LX6203'DIRECTLY BENEATH THE GILDED DOME ARE TWO PILLARED SECTIONS, LX6203'THE LOWER OF WHICH HAS GREEN SHUTTERED OPENINGS. FOUR SIDES LX6203'SHOW A CLOCK FACE. THE FRONT OF THE CHURCH HAS A COLONIAL LX6203'PORCH WITH SIX COLUMNS SUPPORTING A MASSIVE PEDIMENT. LX6203' LX6203'THERE IS A GILDED WEATHER VANE AT THE TOP OF THE TOWER. CENTER LX6203'IS THE AXIS OF THE WEATHER VANE. IT IS IN THE MIDDLE OF THE LX6203'CHURCH IN AN E AND W DIRECTION AND 6.5 METERS N OF THE S FACE LX6203'OF THE BUILDING. LX6203 LX6203 STATION RECOVERY (1962) LX6203 LX6203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP) LX6203'THE STATION WAS RECOVERED AS DESCRIBED. ORIGINAL DESCRIPTION LX6203'IS ADEQUATE. LX6203 LX6203 STATION RECOVERY (1974) LX6203 LX6203'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 LX6203'STATION WAS RECOVERED IN GOOD CONDITION. LX6203 LX6203 STATION RECOVERY (1989) LX6203 LX6203'RECOVERY NOTE BY US POWER SQUADRON 1989 (NAM) LX6203'RECOVERED IN GOOD CONDITION. LX6203 LX6203 STATION RECOVERY (1990) LX6203 LX6203'RECOVERY NOTE BY US POWER SQUADRON 1990 (BBB) LX6203'RECOVERED IN GOOD CONDITION. LX6203 LX6203 STATION RECOVERY (2003) LX6203 LX6203'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX6203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX6259 *********************************************************************** LX6259 DESIGNATION - NORTH GUILFORD CHURCH TOWER LX6259 PID - LX6259 LX6259 STATE/COUNTY- CT/NEW HAVEN LX6259 USGS QUAD - GUILFORD (1984) LX6259 LX6259 *CURRENT SURVEY CONTROL LX6259 ___________________________________________________________________ LX6259* NAD 83(1996)- 41 22 05.71878(N) 072 43 37.90601(W) ADJUSTED LX6259* NAVD 88 - LX6259 ___________________________________________________________________ LX6259 LAPLACE CORR- -2.77 (seconds) DEFLEC99 LX6259 GEOID HEIGHT- -29.75 (meters) GEOID99 LX6259 LX6259 HORZ ORDER - THIRD LX6259 LX6259.The horizontal coordinates were established by classical geodetic methods LX6259.and adjusted by the National Geodetic Survey in August 1998. LX6259 LX6259 LX6259.The Laplace correction was computed from DEFLEC99 derived deflections. LX6259 LX6259.The geoid height was determined by GEOID99. LX6259 LX6259; North East Units Scale Converg. LX6259;SPC CT - 211,807.662 306,708.476 MT 0.99998729 +0 00 54.4 LX6259;SPC NY L - 134,211.274 406,489.407 MT 1.00003575 +0 49 57.1 LX6259;UTM 18 - 4,582,130.562 690,084.849 MT 1.00004469 +1 30 09.1 LX6259 LX6259 SUPERSEDED SURVEY CONTROL LX6259 LX6259 NAD 83(1992)- 41 22 05.71793(N) 072 43 37.90589(W) AD( ) 4 LX6259 NAD 83(1986)- 41 22 05.72011(N) 072 43 37.90863(W) AD( ) 4 LX6259 NAD 27 - 41 22 05.37046(N) 072 43 39.55819(W) AD( ) 3 LX6259 LX6259.Superseded values are not recommended for survey control. LX6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX6259.See file dsdata.txt to determine how the superseded data were derived. LX6259 LX6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9008582131(NAD 83) LX6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX6259+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 LX6259 LX6259 HISTORY - Date Condition Report By LX6259 HISTORY - 1933 MONUMENTED CGS LX6259 HISTORY - 1976 SEE DESCRIPTION NGS LX6259 HISTORY - 20030916 GOOD USPSQD LX6259 LX6259 STATION DESCRIPTION LX6259 LX6259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) LX6259'THIS STATION IS ON THE TOWER OF THE NORTH GUILFORD CONGREGATIONAL LX6259'CHURCH. CHURCH IS LOCATED ON WHAT IS KNOWN AS MEETING HOUSE LX6259'HILL IN THE NORTHERN PART OF THE TOWN OF GUILFORD. LX6259' LX6259'THE TOWER IS ON THE W END OF THE CHURCH BUILDING. LOWER PART LX6259'OF SPIRE IS SQUARE WITH FOUR BLACK SHUTTERED OPENINGS. THIS IS LX6259'THE BELFRY. ABOVE THE BELFRY IS A BLACK DOME-SHAPED ROOF LX6259'SUPPORTED BY EIGHT PILLARS. AT APEX OF ROOF IS A SINGLE POLE LX6259'CARRYING A WEATHER VANE. LX6259' LX6259'CENTER IS THE AXIS OF WEATHER VANE. LOWER TOWER AND MAIN BODY LX6259'OF THE CHURCH ARE PAINTED WHITE. LX6259' LX6259'BECAUSE OF THE ELEVATION OF THE HILL, THIS CHURCH IS PROBABLY LX6259'PROMINENT FROM THE AIR. LX6259 LX6259 STATION RECOVERY (1976) LX6259 LX6259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC) LX6259'THE STATION IS THE BALL ON TOP OF A POLE AND BENEATH THE WIND LX6259'DIRECTION INDICATOR OF THE NORTH GUILFORD CONGREGATIONAL LX6259'CHURCH TOWER. IT IS ABOUT 60 FEET HIGH AND ABOUT 1-1/2 MILES LX6259'NORTH OF STATE HIGHWAY 80, 1/2 MILE WEST OF STATE HIGHWAY 77 LX6259'AND ALONG THE EAST SIDE OF LONG HILL ROAD. LX6259' LX6259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS LX6259'77 AND 80 IN NORTH GUILFORD, GO WEST ON HIGHWAY 80 FOR 0.5 LX6259'MILE TO THE JUNCTION OF LONG HILL ROAD. TURN RIGHT AND GO LX6259'NORTH ON LONG HILL ROAD FOR 1.3 MILES TO THE STATION ON THE LX6259'RIGHT. LX6259' LX6259'DESCRIBED BY W.R. ODUM. LX6259 LX6259 STATION RECOVERY (2003) LX6259 LX6259'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX6259'THE BLACK DOME OF THE 1933 DESCRIPTION IS NOW GREEN, AS THOUGH IT LX6259'MIGHT BE COPPER, AND HAS WEATHERED.