1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LX5016 *********************************************************************** LX5016 DESIGNATION - BOLTON LX5016 PID - LX5016 LX5016 STATE/COUNTY- CT/TOLLAND LX5016 USGS QUAD - ROCKVILLE (1984) LX5016 LX5016 *CURRENT SURVEY CONTROL LX5016 ___________________________________________________________________ LX5016* NAD 83(1996)- 41 45 50.22540(N) 072 25 57.71329(W) ADJUSTED LX5016* NAVD 88 - 237.3 (meters) 779. (feet) VERTCON LX5016 ___________________________________________________________________ LX5016 LAPLACE CORR- -2.82 (seconds) DEFLEC99 LX5016 GEOID HEIGHT- -29.44 (meters) GEOID99 LX5016 LX5016 HORZ ORDER - FIRST LX5016 LX5016.The horizontal coordinates were established by classical geodetic methods LX5016.and adjusted by the National Geodetic Survey in August 1998. LX5016 LX5016.The NAVD 88 height was computed by applying the VERTCON shift value to LX5016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LX5016 LX5016.The Laplace correction was computed from DEFLEC99 derived deflections. LX5016 LX5016.The geoid height was determined by GEOID99. LX5016 LX5016; North East Units Scale Converg. LX5016;SPC CT - 255,803.162 331,185.951 MT 0.99999120 +0 12 37.4 LX5016;UTM 18 - 4,626,754.302 713,409.978 MT 1.00016048 +1 42 38.3 LX5016 LX5016: Primary Azimuth Mark Grid Az LX5016:SPC CT - BOX HILL RESET 334 24 22.1 LX5016:UTM 18 - BOX HILL RESET 332 54 21.2 LX5016 LX5016|---------------------------------------------------------------------| LX5016| PID Reference Object Distance Geod. Az | LX5016| dddmmss.s | LX5016| CZ7077 BOLTON RM 1 27.610 METERS 00901 | LX5016| LX5015 BOLTON ST MAURICE CH CROSS 79.263 METERS 03034 | LX5016| LX4938 GLASTONBURY MICROWAVE TOWER APPROX. 6.9 KM 2090428.7 | LX5016| CZ7078 BOLTON RM 2 34.489 METERS 21606 | LX5016| LX4999 BOX HILL RESET APPROX. 4.4 KM 3343659.5 | LX5016| LX5034 BOLTON AZ MK TPT 281.293 METERS 35934 | LX5016| LX5033 BOLTON AZ MK 274.281 METERS 35935 | LX5016|---------------------------------------------------------------------| LX5016 LX5016 SUPERSEDED SURVEY CONTROL LX5016 LX5016 NAD 83(1996)- 41 45 50.22497(N) 072 25 57.71329(W) AD( ) 1 LX5016 NAD 83(1992)- 41 45 50.22517(N) 072 25 57.71339(W) AD( ) 1 LX5016 NAD 83(1992)- 41 45 50.22614(N) 072 25 57.71456(W) AD( ) 1 LX5016 NAD 83(1986)- 41 45 50.22667(N) 072 25 57.71442(W) AD( ) 1 LX5016 NAD 27 - 41 45 49.87059(N) 072 25 59.41394(W) AD( ) 1 LX5016 NGVD 29 (07/19/86) 237.5 (m) 779. (f) VERT ANG LX5016 LX5016.Superseded values are not recommended for survey control. LX5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX5016.See file dsdata.txt to determine how the superseded data were derived. LX5016 LX5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1341026754(NAD 83) LX5016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION LX5016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX5016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX5016+STABILITY: SURFACE MOTION LX5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX5016+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 LX5016 LX5016 HISTORY - Date Condition Report By LX5016 HISTORY - 1978 MONUMENTED NGS LX5016 HISTORY - 20030908 GOOD USPSQD LX5016 LX5016 STATION DESCRIPTION LX5016 LX5016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL) LX5016'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF LX5016'MANCHESTER AND IN THE TOWN OF BOLTON. IT IS NEAR A CEMETERY LX5016'ON HEBRON ROAD ON TOWN PROPERTY. PERMISSION WAS GRANTED BY MR. LX5016'DAVID DRESELLY, FIRST SELECTMAN, 13 EAST MIDDLE TURNPIKE, LX5016'MANCHESTER, CONNECTICUT. PHONE NUMBER 646-0031 OR 646-2414. LX5016' LX5016'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 6 AND LX5016'44A AND STATE HIGHWAY 85, ABOUT 2 MILES EAST OF MANCHESTER, GO LX5016'SOUTHEASTERLY ON STATE HIGHWAY 85 FOR 1.55 MILES TO WHERE LX5016'STATE HIGHWAY 85 LX5016'MAKES A SHARP TURN TO THE RIGHT. CONTINUE STRAIGHT LX5016'AHEAD, EAST, ON BOLTON CENTER ROAD FOR 0.5 MILE TO A FORK. LX5016'BEAR RIGHT, AND GO SOUTHEASTERLY ON HEBRON ROAD FOR 0.3 MILE LX5016'TO THE AZIMUTH MARK LX5016'ON THE LEFT. CONTINUE SOUTHEASTERLY ON HEBRON LX5016'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED. LX5016' LX5016'THE STATION MARKS, STAMPED---BOLTON 1978---, ARE STANDARD LX5016'DISKS. THE SURFACE DISK IS SET IN THE TOP LX5016'OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT LX5016'THAT IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD LX5016'DRIVEN NEXT TO THE MONUMENT. IT IS 41 FEET EAST-SOUTHEAST LX5016'OF THE CENTER OF HEBRON ROAD, 24.6 FEET NORTH OF LX5016'A STONE FENCE AND 16.3 FEET WEST-NORTHWEST OF A STONE FENCE. LX5016'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF LX5016'CONCRETE 42 INCHES BELOW THE GROUND SURFACE. LX5016' LX5016'REFERENCE MARK 1, STAMPED---BOLTON NO 1 1978---, IS A STANDARD LX5016'DISK SET IN THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE LX5016'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT LX5016'IS 53 FEET EAST-SOUTHEAST OF THE CENTER LX5016'OF HEBRON ROAD, 49 FEET SOUTH-SOUTHEAST LX5016'OF UTILITY POLE NUMBER 118 AND 4 FEET WEST-NORTHWEST LX5016'OF A STONE FENCE. LX5016' LX5016'REFERENCE MARK 2, STAMPED---BOLTON NO 2 1978---, IS A STANDARD LX5016'DISK SET IN THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE LX5016'MONUMENT THAT IS LX5016'FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET WEST OF LX5016'THE CENTER OF HEBRON ROAD, 24.8 FEET NORTHEAST OF UTILITY POLE LX5016'NUMBER 121 AND 4.9 FEET EAST OF A METAL WITNESS POST. LX5016' LX5016'THE AZIMUTH MARKS, STAMPED---BOLTON 1978---, ARE STANDARD LX5016'DISKS. LX5016'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYCLINDRICAL LX5016'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND LX5016'HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT. IT IS 16.9 FEET LX5016'WEST OF THE CENTER OF HEBRON ROAD, 3.6 FEET EAST OF UTILITY LX5016'POLE NUMBER 113 AND 2.3 FEET NORTH OF A RAIL FENCE. THE LX5016'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF LX5016'CONCRETE 42 INCHES BELOW THE GROUND SURFACE. LX5016' LX5016'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS. LX5016' LX5016'DESCRIBED BY G.M. RIVERS. LX5016 LX5016 STATION RECOVERY (2003) LX5016 LX5016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX5016'RM 2 DESCRIPTION ADEQUATE, DISK IS MISSING LX5016'AZIMUTH - DESCRIPTION ADEQUATE EXCEPT DISK IS 16.9 FEET EAST OF CENTER LX5016'OF HEBRON ROAD, AND 3.6 FEET WEST OF POLE NUMBER 113 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LX5015 *********************************************************************** LX5015 DESIGNATION - BOLTON ST MAURICE CH CROSS LX5015 PID - LX5015 LX5015 STATE/COUNTY- CT/TOLLAND LX5015 USGS QUAD - ROCKVILLE (1984) LX5015 LX5015 *CURRENT SURVEY CONTROL LX5015 ___________________________________________________________________ LX5015* NAD 83(1996)- 41 45 52.43739(N) 072 25 55.96801(W) ADJUSTED LX5015* NAVD 88 - LX5015 ___________________________________________________________________ LX5015 LAPLACE CORR- -2.83 (seconds) DEFLEC99 LX5015 GEOID HEIGHT- -29.44 (meters) GEOID99 LX5015 LX5015 HORZ ORDER - THIRD LX5015 LX5015.The horizontal coordinates were established by classical geodetic methods LX5015.and adjusted by the National Geodetic Survey in August 1998. LX5015 LX5015 LX5015.The Laplace correction was computed from DEFLEC99 derived deflections. LX5015 LX5015.The geoid height was determined by GEOID99. LX5015 LX5015; North East Units Scale Converg. LX5015;SPC CT - 255,871.554 331,226.014 MT 0.99999124 +0 12 38.6 LX5015;UTM 18 - 4,626,823.732 713,448.243 MT 1.00016068 +1 42 39.5 LX5015 LX5015 SUPERSEDED SURVEY CONTROL LX5015 LX5015 NAD 83(1996)- 41 45 52.43711(N) 072 25 55.96790(W) AD( ) 4 LX5015 NAD 83(1992)- 41 45 52.43793(N) 072 25 55.96747(W) AD( ) 4 LX5015 NAD 83(1992)- 41 45 52.43807(N) 072 25 55.96930(W) AD( ) 4 LX5015 NAD 83(1986)- 41 45 52.43857(N) 072 25 55.96901(W) AD( ) 4 LX5015 NAD 27 - 41 45 52.08299(N) 072 25 57.66821(W) AD( ) 3 LX5015 LX5015.Superseded values are not recommended for survey control. LX5015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX5015.See file dsdata.txt to determine how the superseded data were derived. LX5015 LX5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1344826824(NAD 83) LX5015_MARKER: Z = SEE DESCRIPTION LX5015_SETTING: 0 = UNSPECIFIED SETTING LX5015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LX5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX5015+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 LX5015 LX5015 HISTORY - Date Condition Report By LX5015 HISTORY - 1978 MONUMENTED NGS LX5015 HISTORY - 20030908 GOOD USPSQD LX5015 LX5015 STATION DESCRIPTION LX5015 LX5015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL) LX5015'THE STATION IS THE BASE OF THE CROSS ATOP THE BOLTON CHURCH OF LX5015'SAINT MAURICE AND IS OWNED BY THE CATHOLIC CHURCH. IT IS A LX5015'BLACK CONICAL ROOF WITH A BLACH CROSS ATTACHED TO A WHITE LX5015'BRICK LX5015'CYLINDRICAL CUPOLA ATOP A WHITE BRICK CHURCH BUILDING AND LX5015'IS APPROXIMATELY 40 FEET IN HEIGHT. LX5015' LX5015'IT IS LOCATED IN THE TOWN OF BOLTON, ALONG THE EAST SIDE OF LX5015'HEBRON ROAD. LX5015' LX5015'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES. LX5015 LX5015 STATION RECOVERY (2003) LX5015 LX5015'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX5015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LX0064 *********************************************************************** LX0064 DESIGNATION - N 14 LX0064 PID - LX0064 LX0064 STATE/COUNTY- CT/TOLLAND LX0064 USGS QUAD - COLUMBIA (1984) LX0064 LX0064 *CURRENT SURVEY CONTROL LX0064 ___________________________________________________________________ LX0064* NAD 83(1986)- 41 38 01. (N) 072 20 35. (W) SCALED LX0064* NAVD 88 - 126.097 (meters) 413.70 (feet) ADJUSTED LX0064 ___________________________________________________________________ LX0064 GEOID HEIGHT- -29.78 (meters) GEOID99 LX0064 DYNAMIC HT - 126.052 (meters) 413.56 (feet) COMP LX0064 MODELED GRAV- 980,268.3 (mgal) NAVD 88 LX0064 LX0064 VERT ORDER - SECOND CLASS 0 LX0064 LX0064.The horizontal coordinates were scaled from a topographic map and have LX0064.an estimated accuracy of +/- 6 seconds. LX0064 LX0064.The orthometric height was determined by differential leveling LX0064.and adjusted by the National Geodetic Survey in June 1991. LX0064 LX0064.The geoid height was determined by GEOID99. LX0064 LX0064.The dynamic height is computed by dividing the NAVD 88 LX0064.geopotential number by the normal gravity value computed on the LX0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX0064.degrees latitude (g = 980.6199 gals.). LX0064 LX0064.The modeled gravity was interpolated from observed gravity values. LX0064 LX0064; North East Units Estimated Accuracy LX0064;SPC CT - 241,360. 338,710. MT (+/- 180 meters Scaled) LX0064 LX0064 SUPERSEDED SURVEY CONTROL LX0064 LX0064 NGVD 29 (??/??/92) 126.375 (m) 414.62 (f) ADJ UNCH 2 0 LX0064 LX0064.Superseded values are not recommended for survey control. LX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX0064.See file dsdata.txt to determine how the superseded data were derived. LX0064 LX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM213125(NAD 83) LX0064_MARKER: DB = BENCH MARK DISK LX0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX0064_STAMPING: N 14 1935 LX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX0064+STABILITY: SURFACE MOTION LX0064 LX0064 HISTORY - Date Condition Report By LX0064 HISTORY - 1935 MONUMENTED CGS LX0064 HISTORY - 1936 GOOD LOCENG LX0064 HISTORY - 20030908 MARK NOT FOUND USPSQD LX0064 LX0064 STATION DESCRIPTION LX0064 LX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 LX0064'0.4 MI E FROM AMSTON. LX0064'ABOUT 0.4 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD LX0064'RAILROAD FROM THE STATION AT AMSTON, TOLLAND COUNTY, AT DIRT-ROAD LX0064'CROSSING 44.25, 15 FEET NORTH OF THE CENTER LINE OF THE MAIN LX0064'TRACK, ABOUT 300 FEET SOUTHWEST OF THE AMSTON GRAIN MILL, AND LX0064'ABOUT 6 INCHES HIGHER THAN THE TRACK. A STANDARD DISK, STAMPED LX0064'N 14 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT LX0064'6 INCHES ABOVE GROUND. LX0064 LX0064 STATION RECOVERY (1936) LX0064 LX0064'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936 LX0064'RECOVERED IN GOOD CONDITION. LX0064 LX0064 STATION RECOVERY (2003) LX0064 LX0064'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX0064'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LX0063 *********************************************************************** LX0063 DESIGNATION - P 14 LX0063 PID - LX0063 LX0063 STATE/COUNTY- CT/TOLLAND LX0063 USGS QUAD - COLUMBIA (1984) LX0063 LX0063 *CURRENT SURVEY CONTROL LX0063 ___________________________________________________________________ LX0063* NAD 83(1986)- 41 37 42. (N) 072 20 43. (W) SCALED LX0063* NAVD 88 - 121.278 (meters) 397.89 (feet) ADJUSTED LX0063 ___________________________________________________________________ LX0063 GEOID HEIGHT- -29.79 (meters) GEOID99 LX0063 DYNAMIC HT - 121.235 (meters) 397.75 (feet) COMP LX0063 MODELED GRAV- 980,269.0 (mgal) NAVD 88 LX0063 LX0063 VERT ORDER - SECOND CLASS 0 LX0063 LX0063.The horizontal coordinates were scaled from a topographic map and have LX0063.an estimated accuracy of +/- 6 seconds. LX0063 LX0063.The orthometric height was determined by differential leveling LX0063.and adjusted by the National Geodetic Survey in June 1991. LX0063 LX0063.The geoid height was determined by GEOID99. LX0063 LX0063.The dynamic height is computed by dividing the NAVD 88 LX0063.geopotential number by the normal gravity value computed on the LX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX0063.degrees latitude (g = 980.6199 gals.). LX0063 LX0063.The modeled gravity was interpolated from observed gravity values. LX0063 LX0063; North East Units Estimated Accuracy LX0063;SPC CT - 240,770. 338,530. MT (+/- 180 meters Scaled) LX0063 LX0063 SUPERSEDED SURVEY CONTROL LX0063 LX0063 NGVD 29 (??/??/92) 121.556 (m) 398.81 (f) ADJ UNCH 2 0 LX0063 LX0063.Superseded values are not recommended for survey control. LX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX0063.See file dsdata.txt to determine how the superseded data were derived. LX0063 LX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM211119(NAD 83) LX0063_MARKER: DB = BENCH MARK DISK LX0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX0063_STAMPING: P 14 1935 LX0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX0063+STABILITY: SURFACE MOTION LX0063 LX0063 HISTORY - Date Condition Report By LX0063 HISTORY - 1935 MONUMENTED CGS LX0063 HISTORY - 20030908 MARK NOT FOUND USPSQD LX0063 LX0063 STATION DESCRIPTION LX0063 LX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 LX0063'AT AMSTON. LX0063'AT AMSTON, TOLLAND COUNTY, 35 FEET WEST OF THE NEW YORK, NEW HAVEN LX0063'AND HARTFORD RAILROAD STATION, ON THE LAWN SOUTH OF THE STATION, LX0063'IN LINE WITH A ROW OF POLES, ABOUT 50 FEET SOUTH OF THE CENTER LX0063'LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. A LX0063'STANDARD DISK, STAMPED P 14 1935 AND SET IN THE TOP OF A CONCRETE LX0063'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND. LX0063 LX0063 STATION RECOVERY (2003) LX0063 LX0063'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX0063'MARK NOT FOUND.