1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4700 *********************************************************************** LX4700 DESIGNATION - BALD HILL RESET LX4700 PID - LX4700 LX4700 STATE/COUNTY- CT/TOLLAND LX4700 USGS QUAD - WESTFORD (1983) LX4700 LX4700 *CURRENT SURVEY CONTROL LX4700 ___________________________________________________________________ LX4700* NAD 83(1996)- 41 58 25.73738(N) 072 11 53.37704(W) ADJUSTED LX4700* NAVD 88 - 391.5 (meters) 1284. (feet) VERTCON LX4700 ___________________________________________________________________ LX4700 LAPLACE CORR- -2.08 (seconds) DEFLEC99 LX4700 GEOID HEIGHT- -28.84 (meters) GEOID99 LX4700 LX4700 HORZ ORDER - FIRST LX4700 LX4700.The horizontal coordinates were established by classical geodetic methods LX4700.and adjusted by the National Geodetic Survey in August 1998. LX4700 LX4700.The NAVD 88 height was computed by applying the VERTCON shift value to LX4700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LX4700 LX4700.The Laplace correction was computed from DEFLEC99 derived deflections. LX4700 LX4700.The geoid height was determined by GEOID99. LX4700 LX4700; North East Units Scale Converg. LX4700;SPC CT - 279,210.586 350,539.954 MT 1.00001261 +0 21 57.2 LX4700;UTM 18 - 4,650,666.801 732,146.718 MT 1.00026319 +1 52 28.8 LX4700 LX4700: Primary Azimuth Mark Grid Az LX4700:SPC CT - STORRS 195 38 56.8 LX4700:UTM 18 - STORRS 194 08 25.2 LX4700 LX4700|---------------------------------------------------------------------| LX4700| PID Reference Object Distance Geod. Az | LX4700| dddmmss.s | LX4700| LX4701 UNION FIRE TOWER 88.916 METERS 00927 | LX4700| CZ7012 BALD HILL RM 1 7.779 METERS 07117 | LX4700| CZ6918 BALD HILL DRILL HOLE OLD 7.821 METERS 07301 | LX4700| LX4702 UNION YALE FIRE TOWER APPROX. 5.1 KM 0954847.3 | LX4700| CZ7291 BALD HILL DRILL HOLE S 7.139 METERS 16544 | LX4700| LX4976 STORRS APPROX.18.4 KM 1960054.0 | LX4700| CZ7013 BALD HILL RM 2 7.411 METERS 21026 | LX4700| CZ7237 BALD HILL COPPER BOLT 3.636 METERS 22747 | LX4700| CZ7292 BALD HILL DRILL HOLE W 6.051 METERS 24039 | LX4700| LX4715 BALD HILL RM 4 95.877 METERS 34341 | LX4700| LX4703 BALD HILL RM 3 42.298 METERS 35112 | LX4700|---------------------------------------------------------------------| LX4700 LX4700 SUPERSEDED SURVEY CONTROL LX4700 LX4700 NAD 83(1996)- 41 58 25.73718(N) 072 11 53.37706(W) AD( ) 1 LX4700 NAD 83(1992)- 41 58 25.73737(N) 072 11 53.37701(W) AD( ) 1 LX4700 NAD 83(1992)- 41 58 25.73762(N) 072 11 53.37726(W) AD( ) 1 LX4700 NAD 83(1986)- 41 58 25.73865(N) 072 11 53.37681(W) AD( ) 1 LX4700 NAD 27 - 41 58 25.38804(N) 072 11 55.09794(W) AD( ) 1 LX4700 NGVD 29 (07/19/86) 391.7 (m) 1285. (f) VERT ANG LX4700 LX4700.Superseded values are not recommended for survey control. LX4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4700.See file dsdata.txt to determine how the superseded data were derived. LX4700 LX4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3214750667(NAD 83) LX4700_STAMPING: BALD HILL 1861 1936 LX4700_PROJECTION: FLUSH LX4700_MAGNETIC: N = NO MAGNETIC MATERIAL LX4700 LX4700 HISTORY - Date Condition Report By LX4700 HISTORY - 1936 MONUMENTED CGS LX4700 HISTORY - 1973 GOOD NGS LX4700 HISTORY - 1977 GOOD NGS LX4700 HISTORY - 1979 GOOD NGS LX4700 HISTORY - 20030911 MARK NOT FOUND USPSQD LX4700 LX4700 STATION DESCRIPTION LX4700 LX4700'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CJT) LX4700'STATION WAS RECOVERED AS DESCRIBED BY ORIGINAL DESCRIPTION AND AS LX4700'DESCRIBED BY T.J.M., 1935. STATION HAS BEEN REPLACED BY A LX4700'STANDARD DISK STAMPED BALD HILL-1861-1936. ALSO, TWO NEW LX4700'REFERENCE MARKS HAVE BEEN ESTABLISHED. THE CHISELED TRIANGLE LX4700'AROUND THE STATION (AS DESCRIBED BY T.J.M. 1935) IS LX4700'MISSING--PROBABLY COVERED BY THE DISK. THE TWO DRILL HOLES LX4700'WERE FOUND AS DESCRIBED BY T.J.M. 1935. THE OLD LX4700'REFERENCE MARK MENTIONED BY T.J.M. 1935 WAS FOUND 25.66 FEET LX4700'EAST OF STATION. TWO OTHERS LIKE THIS ONE WERE ALSO FOUND, ONE LX4700'23.45 FEET SOUTH OF STATION, AND ONE 19.95 WEST OF STATION. LX4700'THESE THREE REFERENCE MARKS CONSISTED OF A 1/2 INCH DRILL LX4700'HOLE, A 2-1/2 INCH CHISELED SQUARE, AND A 6-INCH CHISELED ARROW LX4700'POINTING DIRECTLY TOWARD THE STATION. LX4700' LX4700'TO REACH FROM THE STAFFORD SPRINGS POST OFFICE, GO NORTHEAST LX4700'ON STATE HIGHWAY 15 FOR 6.0 MILES TO DIRT T-ROAD ON LEFT. A LX4700'SIGN UNION FIRE TOWER IS ON THIS ROAD ABOUT 100 FEET OFF STATE LX4700'HIGHWAY 15 (CORRECTING T.J.M. 1935). PROCEED ON THIS DIRT LX4700'ROAD 0.45 MILE TO STATION ON THE RIGHT OF THE ROAD, 100 YARDS LX4700'SOUTH OF HOUSE, AND 50 YARDS EAST OF BARN. LX4700' LX4700'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE LX4700'IN OUTCROPPING BEDROCK, NOTE 2. REFERENCE MARKS ARE STANDARD LX4700'BRONZE DISKS SET IN OUTCROPPING BEDROCK, NOTE 12A. LX4700' LX4700'REFERENCE MARK NO. 1 IS 25.52 FEET EAST OF THE STATION, AND LX4700'STAMPED R.M. NO.1 - BALD HILL-1936. REFERENCE MARK NO. 2 IS LX4700'24.26 FEET SOUTHWEST OF THE STATION, AND STAMPED R.M. NO.2 LX4700'BALD HILL-1936. LX4700' LX4700'HEIGHT OF LIGHT ABOVE STATION MARK 13.4 METERS. LX4700 LX4700 STATION RECOVERY (1973) LX4700 LX4700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL) LX4700'NO MEASUREMENT BETWEEN OTHER MARKS DUE TO TREES ON LINE. LX4700' LX4700'THE STATION MARK, REFERENCE MARK 2, DRILL HOLE S AND DRILL HOLE LX4700'W WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK LX4700'1 AND DRILL HOLE E WERE SEARCHED FOR AND NOT FOUND. A COPPER BOLT LX4700'AND A DRILL HOLE N WERE MENTIONED IN THE RECONNAISSANCE LX4700'DESCRIPTION BUT NOT IN THE OLD DATA. A REFERENCE MARK 3 AND A LX4700'REFERENCE MARK 4 WERE ESTABLISHED AT THIS TIME. THE DISTANCE TO LX4700'REFERENCE MARK 2, DRILL HOLE W AND DRILL HOLE S CHECKED FAVORABLE. LX4700'THE DIRECTIONS DID NOT CHECK THE OLD DATA. A NEW DESCRIPTION LX4700'FOLLOWS. LX4700' LX4700'THE STATION IS LOCATED ABOUT 5-3/4 MILES EAST-NORTHEAST OF LX4700'STAFFORD SPRINGS, 4 MILES NORTH-NORTHWEST OF WESTFORD AND ON THE LX4700'PROPERTY OF MRS. EVANGELINE LESLIE, RFD 2, SOUTHBRIDGE, LX4700'MASSACHUSETTS. 01550. LX4700' LX4700'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS, GO LX4700'NORTHEAST ON STATE HIGHWAYS 19 AND 190 FOR 0.3 MILE TO A SIDE ROAD LX4700'LEFT (STATE HIGHWAY 19). CONTINUE NORTHEAST ON STATE HIGHWAY LX4700'190 FOR 5.3 MILES TO THE JUNCTION OF STATE HIGHWAY 89. CONTINUE LX4700'NORTHEASTERLY ON STATE HIGHWAY 190 FOR 0.3 MILE TO A PAVED ROAD LX4700'LEFT. TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.4 MILE TO THE LX4700'STATION ON THE RIGHT AS DESCRIBED. LX4700' LX4700'THE STATION MARK, A STANDARD DISK STAMPED BALD HILL 1861 1936, LX4700'IS CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK FLUSH LX4700'WITH THE GROUND SURFACE. IT IS 58.0 FEET NORTHWEST OF A POWERLINE LX4700'POLE WITH TRANSFORMER, 27.7 FEET WEST OF THE SOUTHWEST CORNER LX4700'OF THE AT AND T BUILDING, 27.5 FEET EAST OF A 10-INCH OAK TREE LX4700'AND 15.5 FEET NORTH OF A 10-INCH OAK TREE. LX4700' LX4700'REFERENCE MARK 4, A STANDARD DISK STAMPED BALD HILL 1861 NO 4 LX4700'1973, IS CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING LX4700'BEDROCK FLUSH WITH THE GROUND SURFACE. IT IS 82.0 FEET LX4700'WEST-SOUTHWEST OF A 20-INCH TWIN-TRUNK BIRCH TREE, 73.0 FEET LX4700'NORTHEAST OF A 10-INCH BIRCH TREE AND 64.0 FEET SOUTHWEST OF A LX4700'20-INCH TWIN-TRUNK BIRCH TREE. LX4700' LX4700'REFERENCE MARK 3, A STANDARD DISK STAMPED BALD HILL NO 3 1861 LX4700'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE LX4700'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 93.0 FEET LX4700'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE AT AND T BUILDING LX4700'AND 58 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A LX4700'PAVED ROAD. LX4700' LX4700'DRILL HOLE S, A DRILL HOLE IN OUTCROPPING BEDROCK, SURROUNDED BY LX4700'A CHISELED SQUARE AND ARROW POINTING TO THE STATION. IT IS 40.5 LX4700'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE AT AND T LX4700'BUILDING, 20 FEET NORTHEAST OF A 12-INCH TREE AND 10.5 FEET LX4700'SOUTHEAST OF A 10-INCH TREE. LX4700' LX4700'REFERENCE MARK 2, A STANDARD DISK STAMPED BALD HILL 1936 NO 2, LX4700'IS CEMENTED IN DRILL HOLE IN TOP OF OUTCROPPING BEDROCK. IT IS LX4700'50.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AT AND T LX4700'BUILDING, 15.0 FEET NORTH OF A 12-INCH OAK TREE AND 11.5 FEET LX4700'WEST OF A 10-INCH OAK TREE. LX4700' LX4700'COPPER BOLT, A 1-INCH COPPER BOLT CEMENTED IN DRILL HOLE IN THE LX4700'TOP OF OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING AREA. IT LX4700'IS 39.0 FEET EAST OF THE SOUTHWEST CORNER OF THE AT AND T BUILDING LX4700'AND 10 FEET NORTH-NORTHWEST OF A 10-INCH OAK TREE. LX4700' LX4700'DRILL HOLE W, A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK, LX4700'IS 47.5 FEET WEST OF THE SOUTHWEST CORNER OF THE AT AND T BUILDING, LX4700'17 FEET NORTHWEST OF A 10-INCH OAK TREE AND 13.0 FEET SOUTHEAST LX4700'OF A 10-INCH OAK TREE. LX4700' LX4700'DRILL HOLE N, A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK, LX4700'IS 30.0 FEET NORTHEAST OF A 10-INCH OAK TREE AND 14.4 FEET WEST OF LX4700'THE NORTHWEST CORNER OF THE AT AND T BUILDING. LX4700' LX4700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN LX4700'4 MILES NORTH-NORTHWEST OF WESTFORD. LX4700 LX4700 STATION RECOVERY (1977) LX4700 LX4700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC) LX4700'THE STATION MARK, REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN LX4700'GOOD CONDITION. THE COPPER BOLT, DRILL HOLES WEST AND SOUTH LX4700'WERE ALSO RECOVERED IN GOOD CONDITION. DRILL HOLE NORTH WAS LX4700'NOT RECOVERED. THE DIRECTIONS TO REFERENCE LX4700'MARKS 2, 3, 4, COPPER BOLT, DRILL HOLES SOUTH AND WEST CHECKED LX4700'WITH PREVIOUS OBSERVATIONS. THE DISTANCE TO THE COPPER BOLT LX4700'WAS FOUND TO BE SHORTER BY 0.02 FOOT OR 0.008 METER. THE LX4700'DISTANCE TO DRILL HOLE WEST WAS FOUND SHORTER BY 0.07 FOOT OR LX4700'0.029 METER. THE DISTANCE TO DRILL HOLE SOUTH WAS FOUND LX4700'SHORTER BY 0.02 FOOT OR 0.009 METER. THE DISTANCE TO LX4700'REFERENCE MARK 2 WAS FOUND LONGER BY 0.04 FOOT OR 0.009 METER. LX4700'THE TRAVERSE DISTANCE TO REFERENCE MARK 3 WAS FOUND LX4700'SHORTER BY 0.004 METER. LX4700' LX4700'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS. LX4700' LX4700'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF STAFFORD LX4700'SPRINGS, 4-3/4 MILES SOUTHEAST OF STAFFORD AND ON THE PROPERTY LX4700'OF MRS. EVANGELINE LESLIE, RFD 2, SOUTHBRIDGE, MASSACHUSETTS LX4700'01550. PHONE NO. 974-1120. LX4700' LX4700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 LX4700'AND 190 ABOUT 5 MILES EAST OF STAFFORD SPRINGS, GO NORTHEAST LX4700'ON HIGHWAY 190 FOR 0.3 MILES TO A SIDE ROAD LEFT. TURN LEFT LX4700'AND GO NORTHERLY ON PAVED ROAD FOR 0.45 MILE TO THE STATION LX4700'AS DESCRIBED. LX4700' LX4700'STATION MARK, STAMPED---BALD HILL 1861 1936---, A STANDARD LX4700'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE LX4700'GROUND. IT IS 58 FEET NORTHWEST OF A POWER POLE, 28 FEET WEST LX4700'OF THE SOUTHWEST CORNER OF BUILDING, 27.5 FEET EAST OF A LX4700'10-INCH OAK TREE AND 15.5 FEET NORTH OF A 10-INCH OAK TREE. LX4700' LX4700'REFERENCE MARK 2, STAMPED---BALD HILL 1936 NO 2---, A LX4700'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS LX4700'FLUSH WITH THE GROUND. IT IS 50 FEET SOUTHWEST OF THE LX4700'SOUTHWEST CORNER OF BUILDING, 15 FEET NORTH OF A 12-INCH OAK LX4700'TREE AND 11.5 FEET WEST OF A 10-INCH OAK TREE. LX4700' LX4700'REFERENCE MARK 3, STAMPED---BALD HILL NO 3 1861 1973---, A LX4700'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT LX4700'IS FLUSH WITH THE GROUND. IT IS 93 FEET NORTHWEST OF THE LX4700'NORTHWEST CORNER OF BUILDING AND 58 FEET NORTH-NORTHEAST OF LX4700'THE CENTER OF PAVED ROAD. LX4700' LX4700'REFERENCE MARK 4, STAMPED---BALD HILL 1861 NO 4 1973---, A LX4700'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS LX4700'FLUSH WITH THE GROUND. IT IS 82 FEET WEST-SOUTHWEST OF A TWIN LX4700'TRUNK BIRCH TREE, 73 FEET NORTHEAST OF A 10-INCH BIRCH TREE, LX4700'64 FEET SOUTHWEST OF A TWIN TRUNK OAK TREE AND 9 FEET SOUTH LX4700'OF A METAL WITNESS POST. LX4700' LX4700'COPPER BOLT, IS A 1-INCH COPPER BOLT CEMENTED IN A DRILL HOLE LX4700'IN BEDROCK. IT IS 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER LX4700'OF BUILDING AND 10 FEET NORTH-NORTHWEST OF A 10-INCH OAK TREE. LX4700' LX4700'DRILL HOLE SOUTH, IS A DRILL HOLE IN OUTCROPPING BEDROCK. LX4700'IT IS 40 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF LX4700'BUILDING, 20 FEET NORTHEAST OF A 12-INCH TREE AND 10.5 FEET LX4700'SOUTHEAST OF A 10-INCH TREE. LX4700' LX4700'DRILL HOLE WEST, IS A DRILL HOLE IN OUTCROPPING BEDROCK. LX4700'IT IS 47 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING, 17 FEET LX4700'NORTHWEST OF A 10-INCH OAK TREE AND 13 FEET SOUTHEAST OF A LX4700'10-INCH OAK TREE. LX4700' LX4700'HEIGHT OF LIGHT WAS 1.4 METERS. LX4700' LX4700'DESCRIBED BY L.K. ZURFLUH. LX4700 LX4700 STATION RECOVERY (1979) LX4700 LX4700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL) LX4700'THE STATION MARK, REFERENCE MARKS 2 AND 3, THE COPPER BOLT, LX4700'AND DRILL HOLES WEST AND SOUTH WERE RECOVERED IN GOOD LX4700'CONDITION. REFERENCE MARK 4 WAS FOUND TO BE DESTROYED. LX4700'THE DIRECTIONS TO REFERENCE MARKS 2 AND 3, THE COPPER BOLT, LX4700'AND DRILL HOLES WEST AND SOUTH CHECKED PREVIOUS OBSERVATIONS. LX4700'THE DISTANCES TO THE COPPER BOLT AND DRILL HOLES WEST AND LX4700'SOUTH CHECKED PREVIOUS DISTANCES. THE DISTANCE TO REFERENCE LX4700'MARK 2 WAS FOUND TO BE LONGER BY 0.006 METERS. THE TRAVERSE LX4700'DISTANCE TO REFERENCE MARK 3 WAS LONGER BY 0.004 METERS AS LX4700'COMPARED TO THE 1977 DATA. LX4700'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF STAFFORD LX4700'SPRINGS, 4-3/4 MILES SOUTHEAST OF STAFFORD AND ON PROPERTY LX4700'OWNED BY MR. SHERWOOD BAUER, WOODSTOCK, CONNECTICUT (PHONE LX4700'NUMBER 982-6006). LX4700' LX4700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 LX4700'AND 190, WHICH IS ABOUT 5 MILES EAST OF STAFFORD SPRINGS, GO LX4700'NORTHEAST ON HIGHWAY 190 FOR 0.25 MILES TO A SIDE ROAD LEFT. LX4700'TURN LEFT AND GO NORTHERLY UPHILL ON A PAVED ROAD FOR 0.4 MILE LX4700'TO THE TOP OF THE HILL AND THE STATION NEAR THE BALD HILL LX4700'RADIO STATION. LX4700' LX4700'THE STATION IS A STANDARD NGS DISK LX4700'STAMPED---BALD HILL 1861 1936---, LX4700'SET INTO A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE LX4700'GROUND WITH AN EXPOSED SURFACE OF 0.5 METERS. LX4700'IT IS LOCATED LX4700'58 FEET NORTHWEST FROM A POWER LINE POLE, LX4700'28 FEET WEST FROM THE SOUTHWEST CORNER OF A BUILDING, LX4700'27.5 FEET EAST FROM A 10-INCH OAK TREE AND LX4700'15.5 FEET NORTH FROM A 10-INCH OAK TREE. LX4700' LX4700'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK LX4700'STAMPED---BALD HILL NO 3 1861 1973---, LX4700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER LX4700'FLUSH WITH GROUND. IT IS LOCATED LX4700'93 FEET NORTHWEST FROM THE NORTHWEST CORNER OF THE BUILDING AND LX4700'58 FEET NORTH-NORTHEAST FROM THE CENTER OF THE PAVED ROAD. LX4700'MARK IS BELOW STATION 1 METERS. LX4700' LX4700'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK LX4700'STAMPED---BALD HILL 1936 NO 2---, LX4700'SET INTO A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE LX4700'GROUND WITH AN EXPOSED SURFACE OF 3 METERS. LX4700'IT IS LOCATED LX4700'50 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BUILDING, LX4700'15 FEET NORTH FROM A 12-INCH OAK TREE AND LX4700'11.5 FEET WEST FROM A 10-INCH OAK TREE. LX4700'MARK IS BELOW STATION 0.5 METERS. LX4700' LX4700'THE COPPER BOLT IS LX4700'SET INTO A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND LX4700'WITH AN EXPOSED SURFACE OF 3 METERS. LX4700'IT IS LOCATED LX4700'39 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BUILDING AND LX4700'10 FEET NORTH-NORTHWEST FROM A 10-INCH OAK TREE. LX4700'MARK IS LEVEL WITH STATION. LX4700' LX4700'DRILL HOLE S IS A DRILL HOLE LX4700'SET INTO OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND LX4700'WITH AN EXPOSED SURFACE OF 0.5 METERS SURROUNDED BY A CHISELED LX4700'SQUARE WITH AN ARROW POINTING TOWARDS THE STATION. LX4700'IT IS LOCATED LX4700'40 FEET SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BUILDING, LX4700'20 FEET NORTHEAST FROM A 12-INCH TREE AND LX4700'10.5 FEET SOUTHEAST FROM A 10-INCH TREE. LX4700'MARK IS BELOW STATION 0.5 METERS. LX4700' LX4700'DRILL HOLE W IS A DRILL HOLE LX4700'SURROUNDED BY A CHISELED SQUARE WITH AN ARROW POINTING TOWARDS LX4700'THE STATION, SET INTO AN OUTCROPPING OF BEDROCK THAT IS FLUSH WITH LX4700'THE GROUND WITH AN EXPOSED SURFACE OF 1.5 METERS. LX4700'IT IS LOCATED LX4700'47 FEET WEST FROM THE SOUTHWEST CORNER OF THE BUILDING, LX4700'17 FEET NORTHWEST FROM A 10-INCH OAK TREE AND LX4700'13 FEET SOUTHEAST FROM A 10-INCH OAK TREE. LX4700'MARK IS BELOW STATION 0.5 METERS. LX4700' LX4700'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS. LX4700' LX4700'TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 3 USING LX4700'STANDARDIZED TAPES. LX4700' LX4700'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK. LX4700' LX4700'DESCRIBED BY G. A. MEANS, CHECKED BY P. C. OSLEY. LX4700 LX4700 STATION RECOVERY (2003) LX4700 LX4700'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4700'COULD NOT FIND BALD HILL ROAD. REQUIRES SECOND SEARCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 MZ0084 *********************************************************************** MZ0084 DESIGNATION - J 14 MZ0084 PID - MZ0084 MZ0084 STATE/COUNTY- CT/TOLLAND MZ0084 USGS QUAD - MONSON (1979) MZ0084 MZ0084 *CURRENT SURVEY CONTROL MZ0084 ___________________________________________________________________ MZ0084* NAD 83(1986)- 42 01 55. (N) 072 19 15. (W) SCALED MZ0084* NAVD 88 - 191.926 (meters) 629.68 (feet) ADJUSTED MZ0084 ___________________________________________________________________ MZ0084 GEOID HEIGHT- -28.69 (meters) GEOID99 MZ0084 DYNAMIC HT - 191.868 (meters) 629.49 (feet) COMP MZ0084 MODELED GRAV- 980,315.4 (mgal) NAVD 88 MZ0084 MZ0084 VERT ORDER - SECOND CLASS 0 MZ0084 MZ0084.The horizontal coordinates were scaled from a topographic map and have MZ0084.an estimated accuracy of +/- 6 seconds. MZ0084 MZ0084.The orthometric height was determined by differential leveling MZ0084.and adjusted by the National Geodetic Survey in June 1991. MZ0084 MZ0084.The geoid height was determined by GEOID99. MZ0084 MZ0084.The dynamic height is computed by dividing the NAVD 88 MZ0084.geopotential number by the normal gravity value computed on the MZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MZ0084.degrees latitude (g = 980.6199 gals.). MZ0084 MZ0084.The modeled gravity was interpolated from observed gravity values. MZ0084 MZ0084; North East Units Estimated Accuracy MZ0084;SPC CT - 285,610. 340,340. MT (+/- 180 meters Scaled) MZ0084 MZ0084 SUPERSEDED SURVEY CONTROL MZ0084 MZ0084 NGVD 29 (??/??/92) 192.146 (m) 630.40 (f) ADJ UNCH 2 0 MZ0084 MZ0084.Superseded values are not recommended for survey control. MZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ0084.See file dsdata.txt to determine how the superseded data were derived. MZ0084 MZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM217567(NAD 83) MZ0084_MARKER: DB = BENCH MARK DISK MZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MZ0084_STAMPING: J 14 1935 MZ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MZ0084+STABILITY: SURFACE MOTION MZ0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ0084+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003 MZ0084 MZ0084 HISTORY - Date Condition Report By MZ0084 HISTORY - 1935 MONUMENTED CGS MZ0084 HISTORY - 1943 GOOD NGS MZ0084 HISTORY - 20030921 GOOD GEOCAC MZ0084 MZ0084 STATION DESCRIPTION MZ0084 MZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 MZ0084'3.0 MI N FROM ORCUTTVILLE. MZ0084'3.0 MILES NORTH OF ORCUTTVILLE, TOLLAND COUNTY, ON STATE HIGHWAY 32, 1 MZ0084'FOOT SOUTH OF THE CONNECTICUT-MASSACHUSETTS BOUNDARY, 220 FEET EAST OF MZ0084'THE CENTER LINE OF THE CENTRAL VERMONT RAILWAY MAIN TRACK, 25 FEET MZ0084'EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF A BOUNDARY MZ0084'MONUMENT, 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A MZ0084'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND. MZ0084 MZ0084 STATION RECOVERY (1943) MZ0084 MZ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943 MZ0084'RECOVERED IN GOOD CONDITION. MZ0084 MZ0084 STATION RECOVERY (2003) MZ0084 MZ0084'RECOVERY NOTE BY GEOCACHING 2003 (RPM) MZ0084'BENCHMARK APROXIMATELY 0.3 METERS HIGHER THAN THE HIGHWAY. MZ0084'PHOTOS POSTED TO GEOCACHING WEB SITE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4977 *********************************************************************** LX4977 DESIGNATION - MANSFIELD STORRS CEMET OBELISK LX4977 PID - LX4977 LX4977 STATE/COUNTY- CT/TOLLAND LX4977 USGS QUAD - COVENTRY (1983) LX4977 LX4977 *CURRENT SURVEY CONTROL LX4977 ___________________________________________________________________ LX4977* NAD 83(1996)- 41 48 52.36202(N) 072 15 32.25773(W) ADJUSTED LX4977* NAVD 88 - LX4977 ___________________________________________________________________ LX4977 LAPLACE CORR- -2.01 (seconds) DEFLEC99 LX4977 GEOID HEIGHT- -29.48 (meters) GEOID99 LX4977 LX4977 HORZ ORDER - THIRD LX4977 LX4977.The horizontal coordinates were established by classical geodetic methods LX4977.and adjusted by the National Geodetic Survey in August 1998. LX4977 LX4977 LX4977.The Laplace correction was computed from DEFLEC99 derived deflections. LX4977 LX4977.The geoid height was determined by GEOID99. LX4977 LX4977; North East Units Scale Converg. LX4977;SPC CT - 261,489.986 345,601.103 MT 0.99999513 +0 19 32.1 LX4977;UTM 18 - 4,632,818.131 727,674.106 MT 1.00023790 +1 49 41.9 LX4977 LX4977 SUPERSEDED SURVEY CONTROL LX4977 LX4977 NAD 83(1996)- 41 48 52.36165(N) 072 15 32.25766(W) AD( ) 4 LX4977 NAD 83(1992)- 41 48 52.36181(N) 072 15 32.25772(W) AD( ) 4 LX4977 NAD 83(1992)- 41 48 52.36235(N) 072 15 32.25838(W) AD( ) 4 LX4977 NAD 83(1986)- 41 48 52.36304(N) 072 15 32.25831(W) AD( ) 4 LX4977 NAD 27 - 41 48 52.01000(N) 072 15 33.98000(W) AD( ) 3 LX4977 LX4977.Superseded values are not recommended for survey control. LX4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4977.See file dsdata.txt to determine how the superseded data were derived. LX4977 LX4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2767432818(NAD 83) LX4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX4977+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 LX4977 LX4977 HISTORY - Date Condition Report By LX4977 HISTORY - 1936 MONUMENTED CTGS LX4977 HISTORY - 1985 GOOD USPSQD LX4977 HISTORY - 20030911 GOOD USPSQD LX4977 LX4977 STATION DESCRIPTION LX4977 LX4977'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT) LX4977'THE OBELISK IS LOCATED IN THE NORTHWEST CORNER OF THE STORRS LX4977'COLLEGE CEMETERY, WHICH IS SITUATED ON THE NORTH END OF THE COLLEGE LX4977'CAMPUS, ABOUT 1 MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY LX4977'44 AND STATE HIGHWAY 195. THE OBELISK IS A HIGH POINTED MONUMENT, LX4977'ABOUT 15-18 FEET HIGH, ERECTED IN MEMORY OF ROYAL OTIS STORRS, LX4977'ROYAL STORRS, AGUSTUS STORRS, AND CHARLES STORRS. THE OBELISK LX4977'IS 114.18 FEET SOUTH OF THE STATION STORRS. THE POINT OBSERVED LX4977'ON WAS THE TOPMOST POINT OF THE MONUMENT. LX4977' LX4977'OBSERVED FROM STORRS. LX4977 LX4977 STATION RECOVERY (1985) LX4977 LX4977'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH) LX4977'RECOVERED AS DESCRIBED. GOOD CONDITION. LX4977 LX4977 STATION RECOVERY (2003) LX4977 LX4977'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4977'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4979 *********************************************************************** LX4979 DESIGNATION - MANSFIELD STORRS COLL CHAPEL LX4979 PID - LX4979 LX4979 STATE/COUNTY- CT/TOLLAND LX4979 USGS QUAD - COVENTRY (1983) LX4979 LX4979 *CURRENT SURVEY CONTROL LX4979 ___________________________________________________________________ LX4979* NAD 83(1996)- 41 48 42.65703(N) 072 15 01.51347(W) ADJUSTED LX4979* NAVD 88 - LX4979 ___________________________________________________________________ LX4979 LAPLACE CORR- -2.37 (seconds) DEFLEC99 LX4979 GEOID HEIGHT- -29.50 (meters) GEOID99 LX4979 LX4979 HORZ ORDER - THIRD LX4979 LX4979.The horizontal coordinates were established by classical geodetic methods LX4979.and adjusted by the National Geodetic Survey in August 1998. LX4979 LX4979 LX4979.The Laplace correction was computed from DEFLEC99 derived deflections. LX4979 LX4979.The geoid height was determined by GEOID99. LX4979 LX4979; North East Units Scale Converg. LX4979;SPC CT - 261,194.635 346,312.421 MT 0.99999490 +0 19 52.5 LX4979;UTM 18 - 4,632,541.467 728,393.101 MT 1.00024194 +1 50 02.0 LX4979 LX4979 SUPERSEDED SURVEY CONTROL LX4979 LX4979 NAD 83(1996)- 41 48 42.65665(N) 072 15 01.51342(W) AD( ) 4 LX4979 NAD 83(1992)- 41 48 42.65679(N) 072 15 01.51347(W) AD( ) 4 LX4979 NAD 83(1992)- 41 48 42.65731(N) 072 15 01.51406(W) AD( ) 4 LX4979 NAD 83(1986)- 41 48 42.65780(N) 072 15 01.51395(W) AD( ) 4 LX4979 NAD 27 - 41 48 42.30442(N) 072 15 03.23587(W) AD( ) 3 LX4979 LX4979.Superseded values are not recommended for survey control. LX4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4979.See file dsdata.txt to determine how the superseded data were derived. LX4979 LX4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2839332541(NAD 83) LX4979_MARKER: 90 = CHURCH SPIRE LX4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX4979+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 LX4979 LX4979 HISTORY - Date Condition Report By LX4979 HISTORY - 1936 FIRST OBSERVED CTGS LX4979 HISTORY - 1962 GOOD AMS LX4979 HISTORY - 1975 GOOD NGS LX4979 HISTORY - 1985 GOOD USPSQD LX4979 HISTORY - 20030911 GOOD USPSQD LX4979 LX4979 STATION DESCRIPTION LX4979 LX4979'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT) LX4979'THE WHITE CHURCH WITH THE TALL SPIRE IS SITUATED AT THE NORTH END OF LX4979'THE STORRS COLLEGE CAMPUS, AT THE INTERSECTION OF STATE HIGHWAY LX4979'195 AND THE SEMICIRCULAR DRIVEWAY INTO THE CAMPUS, AT THE STOP LX4979'LIGHT. THE POINT OBSERVED ON WAS THE FINIAL ON THE TOP OF THE LX4979'SPIRE. LX4979' LX4979'OBSERVED FROM STORRS AND BUNTE. LX4979 LX4979 STATION RECOVERY (1962) LX4979 LX4979'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962 LX4979'STORRS COLLEGE CHAPEL WAS RECOVERED IN GOOD CONDITION. LX4979 LX4979 STATION RECOVERY (1975) LX4979 LX4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC) LX4979'THE STATION IS THE APEX OF THE SPIRE ATOP THE STORRS CONGREGATIONAL LX4979'CHURCH, UNITED CHURCH OF CHRIST. THE CHURCH IS A RED BRICK LX4979'BUILDING WITH WHITE SPIRE WHICH IS ABOUT 120 FEET HIGH. LX4979' LX4979'THE STATION IS LOCATED IN STORRS, ON THE UNIVERSITY OF LX4979'CONNECTICUT, AT THE INTERSECTIONS OF STATE HIGHWAY 195 AND NORTH LX4979'EAGLEVILLE ROAD. LX4979' LX4979'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH ON LX4979'STATE HIGHWAY 195 FOR 0.55 MILE TO NORTH EAGLEVILLE ROAD ON THE LX4979'LEFT, AND THE STATION AT THE NORTHWEST CORNER OF THE INTERSECTION. LX4979 LX4979 STATION RECOVERY (1985) LX4979 LX4979'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH) LX4979'RECOVERED IN GOOD CONDITION AS DESCRIBED. LX4979 LX4979 STATION RECOVERY (2003) LX4979 LX4979'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4979'ACTUALLY THIS IS THE STORRS CONGREGATIONAL CHURCH, AND NOT THE LX4979'UNIVERSITY OF CONNECTICUT CHAPEL. THE CHURCH HAPPENS TO BE ON LX4979'UNIVERSITY PROPERTY, BUT IS A NON-UNIVERSITY BUILDING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4978 *********************************************************************** LX4978 DESIGNATION - MANSFIELD STORRS LOOKOUT TOWER LX4978 PID - LX4978 LX4978 STATE/COUNTY- CT/TOLLAND LX4978 USGS QUAD - COVENTRY (1983) LX4978 LX4978 *CURRENT SURVEY CONTROL LX4978 ___________________________________________________________________ LX4978* NAD 83(1996)- 41 48 54.50047(N) 072 15 18.74181(W) ADJUSTED LX4978* NAVD 88 - LX4978 ___________________________________________________________________ LX4978 LAPLACE CORR- -2.30 (seconds) DEFLEC99 LX4978 GEOID HEIGHT- -29.48 (meters) GEOID99 LX4978 LX4978 HORZ ORDER - THIRD LX4978 LX4978.The horizontal coordinates were established by classical geodetic methods LX4978.and adjusted by the National Geodetic Survey in August 1998. LX4978 LX4978 LX4978.The Laplace correction was computed from DEFLEC99 derived deflections. LX4978 LX4978.The geoid height was determined by GEOID99. LX4978 LX4978; North East Units Scale Converg. LX4978;SPC CT - 261,557.741 345,912.677 MT 0.99999518 +0 19 41.1 LX4978;UTM 18 - 4,632,894.052 727,983.872 MT 1.00023964 +1 49 51.0 LX4978 LX4978 SUPERSEDED SURVEY CONTROL LX4978 LX4978 NAD 83(1996)- 41 48 54.50006(N) 072 15 18.74203(W) AD( ) 4 LX4978 NAD 83(1992)- 41 48 54.50023(N) 072 15 18.74175(W) AD( ) 4 LX4978 NAD 83(1992)- 41 48 54.50083(N) 072 15 18.74173(W) AD( ) 4 LX4978 NAD 83(1986)- 41 48 54.50128(N) 072 15 18.74188(W) AD( ) 4 LX4978 NAD 27 - 41 48 54.14798(N) 072 15 20.43946(W) AD( ) 3 LX4978 LX4978.Superseded values are not recommended for survey control. LX4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4978.See file dsdata.txt to determine how the superseded data were derived. LX4978 LX4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2798432894(NAD 83) LX4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX4978+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 LX4978 LX4978 HISTORY - Date Condition Report By LX4978 HISTORY - 1936 MONUMENTED CTGS LX4978 HISTORY - 20030911 GOOD USPSQD LX4978 LX4978 STATION DESCRIPTION LX4978 LX4978'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT) LX4978'THE FIRE LOOKOUT TOWER IS A SMALL ENCLOSED HOUSE ON TOP OF THE WEST LX4978'TANK OF A PAIR OF 120-140 FEET CYLINDRICAL WATER TANKS. THESE LX4978'TANKS ARE ON TOP OF A HIGH BARREN HILL JUST NORTH OF THE LX4978'CONNECTICUT STATE COLLEGE. THEY ARE PAINTED GREY AND ARE SITUATED LX4978'ABOUT 3/4 OF A MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY LX4978'44 AND STATE HIGHWAY 195. THE POINT OBSERVED ON WAS THE SMALL LX4978'BALL ON TOP OF THE LOOKOUT TOWER. DO NOT USE THE FLAG POLE ON THE LX4978'TOWER, IT IS NOT CENTERED. LX4978' LX4978'OBSERVED FROM STORRS, YALE FOREST AND BUNTE. LX4978 LX4978 STATION RECOVERY (2003) LX4978 LX4978'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4978'THESE THREE TANKS, PAINTED BLUE, ARE VERY MUCH IN THE CENTER OF THE LX4978'UNIVERSITY OF CONNECTICUT CAMPUS, BETWEEN STORRS ROAD, SR 195, AND LX4978'TOWER LOOP ROAD, IN THE CENTER OF TOWERS RESIDENCE HALLS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4986 *********************************************************************** LX4986 DESIGNATION - STORRS AZ MK LX4986 PID - LX4986 LX4986 STATE/COUNTY- CT/TOLLAND LX4986 USGS QUAD - COVENTRY (1983) LX4986 LX4986 *CURRENT SURVEY CONTROL LX4986 ___________________________________________________________________ LX4986* NAD 83(1996)- 41 48 58.58154(N) 072 15 28.61584(W) ADJUSTED LX4986* NAVD 88 - 214.1 (meters) 702. (feet) VERTCON LX4986 ___________________________________________________________________ LX4986 LAPLACE CORR- -2.21 (seconds) DEFLEC99 LX4986 GEOID HEIGHT- -29.47 (meters) GEOID99 LX4986 LX4986 HORZ ORDER - SECOND LX4986 LX4986.The horizontal coordinates were established by classical geodetic methods LX4986.and adjusted by the National Geodetic Survey in August 1998. LX4986 LX4986.The NAVD 88 height was computed by applying the VERTCON shift value to LX4986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LX4986 LX4986.The Laplace correction was computed from DEFLEC99 derived deflections. LX4986 LX4986.The geoid height was determined by GEOID99. LX4986 LX4986; North East Units Scale Converg. LX4986;SPC CT - 261,682.349 345,684.066 MT 0.99999528 +0 19 34.5 LX4986;UTM 18 - 4,633,012.651 727,752.015 MT 1.00023834 +1 49 44.5 LX4986 LX4986|---------------------------------------------------------------------| LX4986| PID Reference Object Distance Geod. Az | LX4986| dddmmss.s | LX4986| LX4985 STORRS AZ MK 2 363.772 METERS 03031 | LX4986| LX4976 STORRS 189.936 METERS 21156 | LX4986|---------------------------------------------------------------------| LX4986 LX4986 SUPERSEDED SURVEY CONTROL LX4986 LX4986 NAD 83(1996)- 41 48 58.58117(N) 072 15 28.61577(W) AD( ) 2 LX4986 NAD 83(1992)- 41 48 58.58132(N) 072 15 28.61583(W) AD( ) 2 LX4986 NAD 83(1992)- 41 48 58.58187(N) 072 15 28.61648(W) AD( ) 2 LX4986 NAD 83(1986)- 41 48 58.58248(N) 072 15 28.61646(W) AD( ) 2 LX4986 NAD 27 - 41 48 58.22659(N) 072 15 30.34049(W) AD( ) 2 LX4986 NGVD 29 (07/19/86) 214.4 (m) 703. (f) VERT ANG LX4986 LX4986.Superseded values are not recommended for survey control. LX4986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4986.See file dsdata.txt to determine how the superseded data were derived. LX4986 LX4986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2775233013(NAD 83) LX4986_MARKER: Z = SEE DESCRIPTION LX4986_SETTING: 0 = UNSPECIFIED SETTING LX4986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LX4986 LX4986 HISTORY - Date Condition Report By LX4986 HISTORY - 1978 MONUMENTED NGS LX4986 HISTORY - 20030911 MARK NOT FOUND USPSQD LX4986 LX4986 STATION DESCRIPTION LX4986 LX4986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL) LX4986'THIS STATION WAS PREVIOUSLY POSITIONED IN 1977, LX4986'HOWEVER, NO PREVIOUS DESCRIPTION FOR THE STATION WAS LX4986'FOUND. A COMPLETE DESCRIPTION FOLLOWS. LX4986' LX4986'THE STATION IS LOCATED 1-1/2 MILES NORTH-NORTHWEST LX4986'OF STORRS, 2 MILES NORTHEAST OF EAGLEVILLE AND LX4986'ON THE ROAD RIGHT-OF-WAY. LX4986' LX4986'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH LX4986'ON STATE HIGHWAY 195 FOR 0.7 MILE TO NORTH EAGLEVILLE LX4986'ROAD ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 195 LX4986'FOR 0.55 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT AND GO LX4986'WEST ON A PAVED ROAD FOR 0.15 MILE TO THE WEST END OF A LX4986'PARKING AREA, CONTINUE WEST, CROSSING THE TOP OF A SEWAGE LX4986'TREATMENT PLANT WHICH IS COVERED BY ASPHALT, FOR 0.05 MILE TO LX4986'THE STATION ON THE SOUTH RETAINING WALL AS DESCRIBED. LX4986' LX4986'THE STATION MARK, STAMPED---STORRS 1936 AZ MK 1975---, IS A LX4986'STANDARD REFERENCE MARK DISK WHICH IS CEMENTED IN A DRILL HOLE LX4986'IN A CONCRETE RETAINING WALL THAT IS FLUSH ON THE NORTH SIDE LX4986'AND PROJECTS ABOUT 1 FOOT ON THE SOUTH SIDE. IT IS 3.2 FEET LX4986'NORTHEAST OF A 4 BY 4 INCH RIGHT-OF-WAY MARKER, 2.1 FEET WEST LX4986'OF THE NORTHWEST CORNER OF A CHAINLINK FENCE, 1.9 FEET NORTH LX4986'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A SQUARE METAL LX4986'MAN HOLE COVER. LX4986' LX4986'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS. LX4986' LX4986'DESCRIBED BY R.K MOORE, TYPED BY J.A. TISDALL. LX4986 LX4986 STATION RECOVERY (2003) LX4986 LX4986'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4986'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4980 *********************************************************************** LX4980 DESIGNATION - STORRS UNIV LIB CUPOLA LX4980 PID - LX4980 LX4980 STATE/COUNTY- CT/TOLLAND LX4980 USGS QUAD - COVENTRY (1983) LX4980 LX4980 *CURRENT SURVEY CONTROL LX4980 ___________________________________________________________________ LX4980* NAD 83(1996)- 41 48 33.43107(N) 072 15 05.74405(W) ADJUSTED LX4980* NAVD 88 - LX4980 ___________________________________________________________________ LX4980 LAPLACE CORR- -2.29 (seconds) DEFLEC99 LX4980 GEOID HEIGHT- -29.50 (meters) GEOID99 LX4980 LX4980 HORZ ORDER - THIRD LX4980 LX4980.The horizontal coordinates were established by classical geodetic methods LX4980.and adjusted by the National Geodetic Survey in August 1998. LX4980 LX4980 LX4980.The Laplace correction was computed from DEFLEC99 derived deflections. LX4980 LX4980.The geoid height was determined by GEOID99. LX4980 LX4980; North East Units Scale Converg. LX4980;SPC CT - 260,909.432 346,216.416 MT 0.99999469 +0 19 49.7 LX4980;UTM 18 - 4,632,253.773 728,304.586 MT 1.00024144 +1 49 58.9 LX4980 LX4980 SUPERSEDED SURVEY CONTROL LX4980 LX4980 NAD 83(1996)- 41 48 33.43068(N) 072 15 05.74399(W) AD( ) 4 LX4980 NAD 83(1992)- 41 48 33.43082(N) 072 15 05.74406(W) AD( ) 4 LX4980 NAD 83(1992)- 41 48 33.43136(N) 072 15 05.74469(W) AD( ) 4 LX4980 NAD 83(1986)- 41 48 33.43182(N) 072 15 05.74452(W) AD( ) 4 LX4980 NAD 27 - 41 48 33.07816(N) 072 15 07.46947(W) AD( ) 3 LX4980 LX4980.Superseded values are not recommended for survey control. LX4980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4980.See file dsdata.txt to determine how the superseded data were derived. LX4980 LX4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2830532254(NAD 83) LX4980_MARKER: 86 = CUPOLA LX4980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX4980+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 LX4980 LX4980 HISTORY - Date Condition Report By LX4980 HISTORY - 1975 FIRST OBSERVED NGS LX4980 HISTORY - 20030911 GOOD USPSQD LX4980 LX4980 STATION DESCRIPTION LX4980 LX4980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC) LX4980'THE STATION IS THE APEX OF THE CUPOLA ATOP THE UNIVERSITY LX4980'OF CONNECTICUT WILBUR L. CROSS LIBRARY. THE LIBRARY IS A RED LX4980'BRICK BUILDING WITH A WHITE CUPOLA WHICH HAS A GOLD DOME. LX4980' LX4980'THE STATION IS LOCATED ON THE GROUNDS OF THE UNIVERSITY OF LX4980'CONNECTICUT JUST SOUTH OF GLENBROOK ROAD. LX4980' LX4980'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH LX4980'ON STATE HIGHWAY 195 FOR 0.55 MILE TO NORTH EAGLEVILLE ROAD ON LX4980'THE LEFT. TURN LEFT AND GO WEST ON NORTH EAGLEVILLE ROAD FOR LX4980'0.1 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTHWEST ON LX4980'GLENBROOK ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT, ABOUT LX4980'300 FEET SOUTH OF GLENBROOK ROAD. LX4980 LX4980 STATION RECOVERY (2003) LX4980 LX4980'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4980'THERE IS A NEW LIBRARY ON THE UNIVERSITY OF CONNECTICUT CAMPUS. THIS LX4980'BUILDING, THE WILBUR L. CROSS BUILDING IS USED FOR ADMINISTRATIVE LX4980'PURPOSES, ALTHOUGH THE CUPOLA REMAINS IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4984 *********************************************************************** LX4984 DESIGNATION - STORRS UNIV STANDPIPE LX4984 PID - LX4984 LX4984 STATE/COUNTY- CT/TOLLAND LX4984 USGS QUAD - COVENTRY (1983) LX4984 LX4984 *CURRENT SURVEY CONTROL LX4984 ___________________________________________________________________ LX4984* NAD 83(1996)- 41 48 54.50011(N) 072 15 18.75175(W) ADJUSTED LX4984* NAVD 88 - LX4984 ___________________________________________________________________ LX4984 LAPLACE CORR- -2.30 (seconds) DEFLEC99 LX4984 GEOID HEIGHT- -29.48 (meters) GEOID99 LX4984 LX4984 HORZ ORDER - THIRD LX4984 LX4984.The horizontal coordinates were established by classical geodetic methods LX4984.and adjusted by the National Geodetic Survey in August 1998. LX4984 LX4984 LX4984.The Laplace correction was computed from DEFLEC99 derived deflections. LX4984 LX4984.The geoid height was determined by GEOID99. LX4984 LX4984; North East Units Scale Converg. LX4984;SPC CT - 261,557.728 345,912.448 MT 0.99999518 +0 19 41.1 LX4984;UTM 18 - 4,632,894.033 727,983.643 MT 1.00023964 +1 49 51.0 LX4984 LX4984 SUPERSEDED SURVEY CONTROL LX4984 LX4984 NAD 83(1996)- 41 48 54.49973(N) 072 15 18.75171(W) AD( ) 4 LX4984 NAD 83(1992)- 41 48 54.49987(N) 072 15 18.75177(W) AD( ) 4 LX4984 NAD 83(1992)- 41 48 54.50042(N) 072 15 18.75237(W) AD( ) 4 LX4984 NAD 83(1986)- 41 48 54.50090(N) 072 15 18.75219(W) AD( ) 4 LX4984 NAD 27 - 41 48 54.14581(N) 072 15 20.47548(W) AD( ) 3 LX4984 LX4984.Superseded values are not recommended for survey control. LX4984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4984.See file dsdata.txt to determine how the superseded data were derived. LX4984 LX4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2798432894(NAD 83) LX4984_MARKER: 52 = STANDPIPE TANK LX4984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX4984+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 LX4984 LX4984 HISTORY - Date Condition Report By LX4984 HISTORY - 1975 FIRST OBSERVED NGS LX4984 HISTORY - 20030911 GOOD USPSQD LX4984 LX4984 STATION DESCRIPTION LX4984 LX4984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC) LX4984'THE STATION IS THE APEX OF THE UNIVERSITY OF CONNECTICUT LX4984'STANDPIPE WHICH IS THE CENTER 1 OF 3. THE STANDPIPE IS BROWN LX4984'IN COLOR, 100 FEET HIGH AND IS LOCATED ABOUT 1/2 MILE LX4984'NORTH OF STORRS ON A HILL JUST NORTH OF THE UNIVERSITY LX4984'OF CONNECTICUT. LX4984' LX4984'THE STATION IS ON PROPERTY OWNED BY THE STATE LX4984'OF CONNECTICUT. FOR FURTHER INFORMATION CONTACT THE UNIVERSITY LX4984'OF CONNECTICUT, DEPARTMENT OF UTILITIES. LX4984' LX4984'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH LX4984'ON STATE HIGHWAY 195 FOR 0.95 MILE TO A DRIVEWAY ON LX4984'THE LEFT. TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE LX4984'TO THE STATION ON THE LEFT. LX4984 LX4984 STATION RECOVERY (2003) LX4984 LX4984'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4984'SAME LAT/LON AS LX4978. PAINTED BLUE. CENTER OF THREE 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4981 *********************************************************************** LX4981 DESIGNATION - STORRS UNIV WHUS RAD MAST LX4981 PID - LX4981 LX4981 STATE/COUNTY- CT/TOLLAND LX4981 USGS QUAD - COVENTRY (1983) LX4981 LX4981 *CURRENT SURVEY CONTROL LX4981 ___________________________________________________________________ LX4981* NAD 83(1996)- 41 48 50.33012(N) 072 15 33.87911(W) ADJUSTED LX4981* NAVD 88 - LX4981 ___________________________________________________________________ LX4981 LAPLACE CORR- -1.99 (seconds) DEFLEC99 LX4981 GEOID HEIGHT- -29.48 (meters) GEOID99 LX4981 LX4981 HORZ ORDER - THIRD LX4981 LX4981.The horizontal coordinates were established by classical geodetic methods LX4981.and adjusted by the National Geodetic Survey in August 1998. LX4981 LX4981 LX4981.The Laplace correction was computed from DEFLEC99 derived deflections. LX4981 LX4981.The geoid height was determined by GEOID99. LX4981 LX4981; North East Units Scale Converg. LX4981;SPC CT - 261,427.085 345,564.037 MT 0.99999508 +0 19 31.0 LX4981;UTM 18 - 4,632,754.264 727,638.694 MT 1.00023771 +1 49 40.7 LX4981 LX4981 SUPERSEDED SURVEY CONTROL LX4981 LX4981 NAD 83(1996)- 41 48 50.32969(N) 072 15 33.87906(W) AD( ) 4 LX4981 NAD 83(1992)- 41 48 50.32982(N) 072 15 33.87913(W) AD( ) 4 LX4981 NAD 83(1992)- 41 48 50.33043(N) 072 15 33.87975(W) AD( ) 4 LX4981 NAD 83(1986)- 41 48 50.33092(N) 072 15 33.87955(W) AD( ) 4 LX4981 NAD 27 - 41 48 49.97632(N) 072 15 35.60300(W) AD( ) 3 LX4981 LX4981.Superseded values are not recommended for survey control. LX4981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4981.See file dsdata.txt to determine how the superseded data were derived. LX4981 LX4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2763932754(NAD 83) LX4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX4981+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 LX4981 LX4981 HISTORY - Date Condition Report By LX4981 HISTORY - 1975 MONUMENTED NGS LX4981 HISTORY - 20030911 GOOD USPSQD LX4981 LX4981 STATION DESCRIPTION LX4981 LX4981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC) LX4981'THE STATION IS THE LIGHT ATOP THE STORRS UNIVERSITY OF LX4981'CONNECTICUT WHUS RADIO STATION MAST. THE MAST IS ANCHORED IN A LX4981'CONCRETE BASE AND GUY WIRED, PAINTED RED AND WHITE AND IS 212 LX4981'FEET TALL. LX4981' LX4981'THE STATION IS ON PROPERTY OWNED BY THE STATE OF LX4981'CONNECTICUT. FOR FURTHER INFORMATION CONTACT UNIVERSITY OF LX4981'CONNECTICUT, C/O BOARD OF TRUSTREES, POST OFFICE BOX U-8, LX4981'STORRS, CONNECTICUT 06268. LX4981' LX4981'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH LX4981'ON STATE HIGHWAY 195 FOR 0.55 MILE TO NORTH EAGLEVILLE ROAD LX4981'ON THE LEFT. TURN LEFT AND GO WEST ON NORTH EAGLEVILLE ROAD LX4981'FOR 0.35 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO LX4981'NORTHWESTERLY ON A PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD LX4981'RIGHT. TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.1 MILE LX4981'TO THE STATION AT THE END OF THE PAVED ROAD. LX4981 LX4981 STATION RECOVERY (2003) LX4981 LX4981'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4981'THERE ARE TWO RADIO TOWERS. NEITHER IS PAINTED RED AND WHITE STRIPES. LX4981'BOTH ARE GRAY. BOTH HAVE RED LIGHTS ATOP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LX4701 *********************************************************************** LX4701 DESIGNATION - UNION FIRE TOWER LX4701 PID - LX4701 LX4701 STATE/COUNTY- CT/TOLLAND LX4701 USGS QUAD - WESTFORD (1983) LX4701 LX4701 *CURRENT SURVEY CONTROL LX4701 ___________________________________________________________________ LX4701* NAD 83(1996)- 41 58 28.58019(N) 072 11 52.74345(W) ADJUSTED LX4701* NAVD 88 - LX4701 ___________________________________________________________________ LX4701 LAPLACE CORR- -2.08 (seconds) DEFLEC99 LX4701 GEOID HEIGHT- -28.84 (meters) GEOID99 LX4701 LX4701 HORZ ORDER - THIRD LX4701 LX4701.The horizontal coordinates were established by classical geodetic methods LX4701.and adjusted by the National Geodetic Survey in August 1998. LX4701 LX4701 LX4701.The Laplace correction was computed from DEFLEC99 derived deflections. LX4701 LX4701.The geoid height was determined by GEOID99. LX4701 LX4701; North East Units Scale Converg. LX4701;SPC CT - 279,298.389 350,553.981 MT 1.00001272 +0 21 57.7 LX4701;SPC MA M - 858,485.425 142,150.732 MT 0.99997229 -0 28 07.9 LX4701;SPC MA M - 2,816,547.60 466,372.86 sFT 0.99997229 -0 28 07.9 LX4701;UTM 18 - 4,650,754.966 732,158.431 MT 1.00026326 +1 52 29.4 LX4701 LX4701 SUPERSEDED SURVEY CONTROL LX4701 LX4701 NAD 83(1996)- 41 58 28.57997(N) 072 11 52.74348(W) AD( ) 4 LX4701 NAD 83(1992)- 41 58 28.58035(N) 072 11 52.74338(W) AD( ) 4 LX4701 NAD 83(1992)- 41 58 28.58046(N) 072 11 52.74364(W) AD( ) 4 LX4701 NAD 83(1986)- 41 58 28.58132(N) 072 11 52.74299(W) AD( ) 4 LX4701 NAD 27 - 41 58 28.23687(N) 072 11 54.46222(W) AD( ) 3 LX4701 LX4701.Superseded values are not recommended for survey control. LX4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX4701.See file dsdata.txt to determine how the superseded data were derived. LX4701 LX4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3215850755(NAD 83) LX4701 LX4701 HISTORY - Date Condition Report By LX4701 HISTORY - 1936 MONUMENTED CTGS LX4701 HISTORY - 1962 SEE DESCRIPTION AMS LX4701 HISTORY - 20030911 MARK NOT FOUND USPSQD LX4701 LX4701 STATION DESCRIPTION LX4701 LX4701'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT) LX4701'THE UNION FIRE LOOKOUT TOWER IS SITUATED ON A HILL KNOWN AS BALD LX4701'HILL ABOUT 6 MILES EAST OF STAFFORD SPRINGS AND ABOUT 1/2 MILE NORTH LX4701'OF STATE HIGHWAY 15. IT IS A GREY SHINGLED TOWER ATTACHED TO THE LX4701'GREY SHINGLED HOUSE OF MRS. LAWSON. THE POINT OBSERVED ON WAS LX4701'THE 2- BY 2-INCH 10-FOOT FLAG POLE ON THE TOP OF THE TOWER. LX4701' LX4701'OBSERVED FROM STAFFORD, BALD HILL AND BUNTE. LX4701 LX4701 STATION RECOVERY (1962) LX4701 LX4701'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962 LX4701'STATION WAS RECOVERED IN GOOD CONDITION. LX4701 LX4701 STATION RECOVERY (2003) LX4701 LX4701'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) LX4701'COULD NOT FIND BALD HILL ROAD. REQUIRES SECOND SEARCH.