1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 LX1989 *********************************************************************** LX1989 DESIGNATION - 205 W RESET LX1989 PID - LX1989 LX1989 STATE/COUNTY- CT/LITCHFIELD LX1989 USGS QUAD - NORFOLK (1969) LX1989 LX1989 *CURRENT SURVEY CONTROL LX1989 ___________________________________________________________________ LX1989* NAD 83(1986)- 41 59 21. (N) 073 10 20. (W) SCALED LX1989* NAVD 88 - 438.510 (meters) 1438.68 (feet) ADJUSTED LX1989 ___________________________________________________________________ LX1989 GEOID HEIGHT- -29.15 (meters) GEOID03 LX1989 DYNAMIC HT - 438.355 (meters) 1438.17 (feet) COMP LX1989 MODELED GRAV- 980,255.2 (mgal) NAVD 88 LX1989 LX1989 VERT ORDER - FIRST CLASS II LX1989 LX1989.The horizontal coordinates were scaled from a topographic map and have LX1989.an estimated accuracy of +/- 6 seconds. LX1989 LX1989.The orthometric height was determined by differential leveling LX1989.and adjusted by the National Geodetic Survey in June 1991. LX1989 LX1989.The geoid height was determined by GEOID03. LX1989 LX1989.The dynamic height is computed by dividing the NAVD 88 LX1989.geopotential number by the normal gravity value computed on the LX1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX1989.degrees latitude (g = 980.6199 gals.). LX1989 LX1989.The modeled gravity was interpolated from observed gravity values. LX1989 LX1989; North East Units Estimated Accuracy LX1989;SPC CT - 280,860. 269,810. MT (+/- 180 meters Scaled) LX1989 LX1989 SUPERSEDED SURVEY CONTROL LX1989 LX1989.No superseded survey control is available for this station. LX1989 LX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM514501(NAD 83) LX1989_MARKER: DD = SURVEY DISK LX1989_SETTING: 66 = SET IN ROCK OUTCROP LX1989_SP_SET: ROCK OUTCROP LX1989_STAMPING: 205 W 1923 RESET 1940 1439 LX1989_MARK LOGO: USGS LX1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LX1989+STABILITY: POSITION/ELEVATION WELL LX1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LX1989+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005 LX1989 LX1989 HISTORY - Date Condition Report By LX1989 HISTORY - 1940 MONUMENTED USGS LX1989 HISTORY - 1984 GOOD NGS LX1989 HISTORY - 20050422 GOOD INDIV LX1989 LX1989 STATION DESCRIPTION LX1989 LX1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LX1989'2.5 KM (1.55 MI) SE FROM NORFOLK. LX1989'2.5 KM (1.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN LX1989'NORFOLK TO THE JUNCTION OF STATE HIGHWAY 182 LEADING EAST, LOON MEADOW LX1989'DRIVE LEADING NORTH, AND THE MARK ON THE LEFT, IN TOP OF EXPOSED LX1989'BEDROCK, 10.66 METERS (35.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY LX1989'182, 16.15 METERS (53.0 FT) EAST OF THE CENTER OF LOON MEADOW DRIVE, LX1989'8.59 METERS (28.2 FT) EAST-NORTHEAST OF UTILITY POLE 3056. LX1989'THE MARK IS 1.30 METERS W FROM A WITNESS POST. LX1989'THE MARK IS 1.52 M ABOVE HIGHWAY 182. LX1989 LX1989 STATION RECOVERY (2005) LX1989 LX1989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD) LX1989'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 LX2016 *********************************************************************** LX2016 DESIGNATION - 5713 LX2016 PID - LX2016 LX2016 STATE/COUNTY- CT/LITCHFIELD LX2016 USGS QUAD - NEW HARTFORD (1984) LX2016 LX2016 *CURRENT SURVEY CONTROL LX2016 ___________________________________________________________________ LX2016* NAD 83(1986)- 41 54 39. (N) 072 57 25. (W) SCALED LX2016* NAVD 88 - 166.548 (meters) 546.42 (feet) ADJUSTED LX2016 ___________________________________________________________________ LX2016 GEOID HEIGHT- -28.81 (meters) GEOID03 LX2016 DYNAMIC HT - 166.498 (meters) 546.25 (feet) COMP LX2016 MODELED GRAV- 980,315.8 (mgal) NAVD 88 LX2016 LX2016 VERT ORDER - FIRST CLASS II LX2016 LX2016.The horizontal coordinates were scaled from a topographic map and have LX2016.an estimated accuracy of +/- 6 seconds. LX2016 LX2016.The orthometric height was determined by differential leveling LX2016.and adjusted by the National Geodetic Survey in June 1991. LX2016 LX2016.The geoid height was determined by GEOID03. LX2016 LX2016.The dynamic height is computed by dividing the NAVD 88 LX2016.geopotential number by the normal gravity value computed on the LX2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX2016.degrees latitude (g = 980.6199 gals.). LX2016 LX2016.The modeled gravity was interpolated from observed gravity values. LX2016 LX2016; North East Units Estimated Accuracy LX2016;SPC CT - 272,090. 287,630. MT (+/- 180 meters Scaled) LX2016 LX2016 SUPERSEDED SURVEY CONTROL LX2016 LX2016.No superseded survey control is available for this station. LX2016 LX2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM694418(NAD 83) LX2016_MARKER: DD = SURVEY DISK LX2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LX2016_SP_SET: CONCRETE POST LX2016_STAMPING: 5713 LX2016_MARK LOGO: CTGS LX2016_PROJECTION: FLUSH LX2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LX2016+STABILITY: SURFACE MOTION LX2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX2016+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005 LX2016 LX2016 HISTORY - Date Condition Report By LX2016 HISTORY - 1980 MONUMENTED CTGS LX2016 HISTORY - 1984 GOOD NGS LX2016 HISTORY - 20050422 GOOD INDIV LX2016 LX2016 STATION DESCRIPTION LX2016 LX2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LX2016'3.0 KM (1.9 MI) NE FROM PLEASANT VALLEY. LX2016'3.0 KM (1.9 MI) NORTHEAST ALONG STATE HIGHWAY 318 FROM THE SOUTHWEST LX2016'END OF THE HIGHWAY BRIDGE OVER THE FARMINGTON RIVER IN PLEASANT VALLEY LX2016'TO THE MARK ON THE RIGHT, AT THE SAVILLE DAM, AT THE EAST END OF THE LX2016'SOUTH PARKING AREA FOR THE DAM, 11.27 METERS (37.0 FT) SOUTH OF THE LX2016'CENTERLINE OF THE HIGHWAY, 12.95 METERS (42.5 FT) SOUTHWEST OF THE LX2016'CENTER OF A 61-CM (24-INCH) MANHOLE COVER IN THE CENTER OF THE LX2016'HIGHWAY, 0.88 METER (2.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE LX2016'GRANITE WALL SUPPORT OF THE EASTERLY STEPS OF THE SOUTH PARKING AREA LX2016'FOR THE RESERVOIR. LX2016'THE MARK IS 0.18 METERS E FROM A WITNESS POST. LX2016'THE MARK IS 1.2 M ABOVE HIGHWAY. LX2016 LX2016 STATION RECOVERY (2005) LX2016 LX2016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD) LX2016'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 LX1990 *********************************************************************** LX1990 DESIGNATION - 768 LX1990 PID - LX1990 LX1990 STATE/COUNTY- CT/LITCHFIELD LX1990 USGS QUAD - NORFOLK (1969) LX1990 LX1990 *CURRENT SURVEY CONTROL LX1990 ___________________________________________________________________ LX1990* NAD 83(1986)- 41 59 20. (N) 073 10 22. (W) SCALED LX1990* NAVD 88 - 437.389 (meters) 1435.00 (feet) ADJUSTED LX1990 ___________________________________________________________________ LX1990 GEOID HEIGHT- -29.15 (meters) GEOID03 LX1990 DYNAMIC HT - 437.234 (meters) 1434.49 (feet) COMP LX1990 MODELED GRAV- 980,255.0 (mgal) NAVD 88 LX1990 LX1990 VERT ORDER - FIRST CLASS II LX1990 LX1990.The horizontal coordinates were scaled from a topographic map and have LX1990.an estimated accuracy of +/- 6 seconds. LX1990 LX1990.The orthometric height was determined by differential leveling LX1990.and adjusted by the National Geodetic Survey in June 1991. LX1990 LX1990.The geoid height was determined by GEOID03. LX1990 LX1990.The dynamic height is computed by dividing the NAVD 88 LX1990.geopotential number by the normal gravity value computed on the LX1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX1990.degrees latitude (g = 980.6199 gals.). LX1990 LX1990.The modeled gravity was interpolated from observed gravity values. LX1990 LX1990; North East Units Estimated Accuracy LX1990;SPC CT - 280,820. 269,770. MT (+/- 180 meters Scaled) LX1990 LX1990 SUPERSEDED SURVEY CONTROL LX1990 LX1990.No superseded survey control is available for this station. LX1990 LX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM513501(NAD 83) LX1990_MARKER: DD = SURVEY DISK LX1990_SETTING: 66 = SET IN ROCK OUTCROP LX1990_SP_SET: ROCK OUTCROP LX1990_STAMPING: 768 LX1990_MARK LOGO: CTGS LX1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LX1990+STABILITY: POSITION/ELEVATION WELL LX1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LX1990+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005 LX1990 LX1990 HISTORY - Date Condition Report By LX1990 HISTORY - UNK MONUMENTED CTGS LX1990 HISTORY - 1984 GOOD NGS LX1990 HISTORY - 20050422 GOOD INDIV LX1990 LX1990 STATION DESCRIPTION LX1990 LX1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LX1990'2.5 KM (1.55 MI) SE FROM NORFOLK. LX1990'2.5 KM (1.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN LX1990'NORFOLK TO THE JUNCTION OF STATE HIGHWAY 182 LEADING EAST, LOON MEADOW LX1990'DRIVE LEADING NORTH, AND THE MARK ON THE LEFT, IN TOP OF BEDROCK FLUSH LX1990'WITH THE GROUND, 18.44 METERS (60.5 FT) NORTH OF THE CENTERLINE OF LX1990'HIGHWAY 182, 11.43 METERS (37.5 FT) WEST OF THE CENTER OF LOON MEADOW LX1990'DRIVE, 5.00 METERS (16.4 FT) WEST-NORTHWEST OF POWER LINE BRACE POLE LX1990'3056S WITH TWO GUY WIRES. LX1990'THE MARK IS 1.00 METERS NW FROM A WITNESS POST. LX1990'THE MARK IS 1.22 M ABOVE HIGHWAY 182. LX1990 LX1990 STATION RECOVERY (2005) LX1990 LX1990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD) LX1990'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 LX7346 *********************************************************************** LX7346 CBN - This is a Cooperative Base Network Control Station. LX7346 DESIGNATION - DENNIS HILL LX7346 PID - LX7346 LX7346 STATE/COUNTY- CT/LITCHFIELD LX7346 USGS QUAD - NORFOLK (1969) LX7346 LX7346 *CURRENT SURVEY CONTROL LX7346 ___________________________________________________________________ LX7346* NAD 83(1996)- 41 56 54.98806(N) 073 11 55.27119(W) ADJUSTED LX7346* NAVD 88 - 495.8 (meters) 1627. (feet) GPS OBS LX7346 ___________________________________________________________________ LX7346 X - 1,373,341.670 (meters) COMP LX7346 Y - -4,548,350.205 (meters) COMP LX7346 Z - 4,241,672.014 (meters) COMP LX7346 LAPLACE CORR- 6.56 (seconds) DEFLEC99 LX7346 ELLIP HEIGHT- 466.69 (meters) (06/22/01) GPS OBS LX7346 GEOID HEIGHT- -29.23 (meters) GEOID03 LX7346 LX7346 HORZ ORDER - A LX7346 ELLP ORDER - FOURTH CLASS I LX7346 LX7346.The horizontal coordinates were established by GPS observations LX7346.and adjusted by the National Geodetic Survey in June 2001. LX7346 LX7346.The orthometric height was determined by GPS observations and a LX7346.high-resolution geoid model. LX7346 LX7346.The X, Y, and Z were computed from the position and the ellipsoidal ht. LX7346 LX7346.The Laplace correction was computed from DEFLEC99 derived deflections. LX7346 LX7346.The ellipsoidal height was determined by GPS observations LX7346.and is referenced to NAD 83. LX7346 LX7346.The geoid height was determined by GEOID03. LX7346 LX7346; North East Units Scale Factor Converg. LX7346;SPC CT - 276,361.162 267,596.520 MT 1.00000933 -0 17 51.0 LX7346;UTM 18 - 4,645,639.364 649,303.142 MT 0.99987430 +1 12 15.6 LX7346 LX7346! - Elev Factor x Scale Factor = Combined Factor LX7346!SPC CT - 0.99992681 x 1.00000933 = 0.99993614 LX7346!UTM 18 - 0.99992681 x 0.99987430 = 0.99980112 LX7346 LX7346: Primary Azimuth Mark Grid Az LX7346:SPC CT - GOSHEN RADIO MAST 187 58 21.2 LX7346:UTM 18 - GOSHEN RADIO MAST 186 28 14.6 LX7346 LX7346|---------------------------------------------------------------------| LX7346| PID Reference Object Distance Geod. Az | LX7346| dddmmss.s | LX7346| CR8717 DENNIS HILL RM 1 7.633 METERS 07831 | LX7346| CR8718 DENNIS HILL RM 2 8.015 METERS 17915 | LX7346| LX7348 GOSHEN RADIO MAST APPROX. 7.8 KM 1874030.2 | LX7346|---------------------------------------------------------------------| LX7346 LX7346 SUPERSEDED SURVEY CONTROL LX7346 LX7346 NAD 83(1996)- 41 56 54.98911(N) 073 11 55.27150(W) AD( ) 2 LX7346 NAD 83(1996)- 41 56 54.98905(N) 073 11 55.27166(W) AD( ) 2 LX7346 NAD 83(1992)- 41 56 54.98986(N) 073 11 55.27230(W) AD( ) 2 LX7346 NAD 83(1992)- 41 56 54.99048(N) 073 11 55.27278(W) AD( ) 2 LX7346 NAD 83(1986)- 41 56 54.99055(N) 073 11 55.27293(W) AD( ) 2 LX7346 NAD 83(1986)- 41 56 54.99148(N) 073 11 55.27194(W) AD( ) 2 LX7346 NGVD 29 (07/14/89) 496.1 (m) 1628. (f) VERT ANG LX7346 LX7346.Superseded values are not recommended for survey control. LX7346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LX7346.See file dsdata.txt to determine how the superseded data were derived. LX7346 LX7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4930345639(NAD 83) LX7346_MARKER: DH = HORIZONTAL CONTROL DISK LX7346_SETTING: 66 = SET IN ROCK OUTCROP LX7346_SP_SET: IN DRILL HOLE IN ROCK OUTCROP LX7346_STAMPING: DENNIS HILL 1984 LX7346_MARK LOGO: NGS LX7346_MAGNETIC: N = NO MAGNETIC MATERIAL LX7346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LX7346+STABILITY: POSITION/ELEVATION WELL LX7346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX7346+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005 LX7346 LX7346 HISTORY - Date Condition Report By LX7346 HISTORY - 1984 MONUMENTED NGS LX7346 HISTORY - 20001121 GOOD CTGS LX7346 HISTORY - 20010805 GOOD CTGS LX7346 HISTORY - 20050422 GOOD INDIV LX7346 LX7346 STATION DESCRIPTION LX7346 LX7346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN) LX7346'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) LX7346'WEST OF WINSTED, 4.3 KM (2.7 MI) SOUTH OF NORFOLK, 3.2 KM (2.0 MI) LX7346'NORTH OF SOUTH NORFOLK, 0.8 KM (0.5 MI) EAST OF STATE HIGHWAY 272 LX7346'AND IN DENNIS HILL STATE PARK. LX7346'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROTECTION, MR TONY CANTELE, LX7346'RFD 4 PLYMOUTH ROAD, HARWINTON CT 06781, PHONE 203-485-0226. LX7346' LX7346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE LX7346'HIGHWAY 272 SOUTH IN NORFOLK, GO SOUTH ON HIGHWAY 272 FOR 2.7 KM LX7346'(1.65 MI) TO A PAVED ROAD LEFT (WINCHESTER ROAD). CONTINUE SOUTH LX7346'FOR 1.1 KM (0.7 MI) TO A FORK. BEAR LEFT 0.1 KM (0.05 MI) TO THE LX7346'ENTRANCE OF DENNIS HILL STATE PARK. PASS THRU ON PAVED ROAD 0.9 KM LX7346'(0.55 MI) TO HIGH GROUND AND STATION ON THE RIGHT BETWEEN PAVED LX7346'ROAD AND AN OLD STONE BUILDING. LX7346' LX7346'THE STATION IS A STANDARD NGS DISK LX7346'STAMPED---DENNIS HILL 1984---, LX7346'SET INTO A DRILL HOLE ON ROCK OUTCROP. LOCATED LX7346'28.2 METERS (92.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE LX7346'STONE BUILDING, LX7346'16.5 METERS (58.8 FT) NORTH-NORTHWEST FROM A WITNESS POST, LX7346'13.1 METERS (43.0 FT) NORTH FROM THE APPROXIMATE CENTER OF ASPHALT LX7346'ROAD AND LX7346'11.0 METERS (36.0 FT) EAST FROM THE APPROXIMATE CENTER OF GRAVEL LX7346'ROAD. LX7346' LX7346'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK LX7346'STAMPED---DENNIS HILL NO 1 1984---, LX7346'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED LX7346'17.7 METERS (58.0 FT) NORTH-NORTHEAST FROM A WITNESS POST, LX7346'15.7 METERS (51.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE LX7346'GRAVEL ROAD AND LX7346'11.9 METERS (39.0 FT) NORTH FROM THE APPROXIMATE CENTER OF THE LX7346'ASPHALT ROAD. LX7346'MARK IS 0.5 METER BELOW THE STATION. LX7346' LX7346'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK LX7346'STAMPED---DENNIS HILL NO 2 1984---, LX7346'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED LX7346'16.2 METERS (53.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE LX7346'GRAVEL ROAD, LX7346'9.0 METERS (29.5 FT) NORTH-NORTHWEST FROM A WITNESS POST AND LX7346'5.2 METERS (17.0 FT) NORTH FROM THE APPROXIMATE CENTER OF THE LX7346'ASPHALT ROAD. LX7346'MARK IS 1.0 METER BELOW THE STATION. LX7346' LX7346'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK LX7346'STAMPED---6225---, LX7346'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A LX7346'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 6 CM BELOW GROUND. LOCATED LX7346'21.82 METERS (71.6 FT) SOUTHEAST FROM A 122 CM BLACK CHERRY TREE, LX7346'8.84 METERS (29.0 FT) SOUTH FROM A POWER POLE 1418, LX7346'7.62 METERS (25.0 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A LX7346'GRAVEL DRIVE AND LX7346'4.42 METERS (14.5 FT) EAST FROM THE CENTERLINE OF GOSHEN ROAD. LX7346'TO REACH THE AZIMUTH FROM LX7346'GOSHEN AT THE INTERSECTION OF STATE LX7346'ROUTE 272 (HALL MEADOW ROAD) AND STATE ROUTE 263 (WINCHESTER ROAD) LX7346'PROCEED NORTHWESTERLY ON STATE ROUTE 272 FOR 4.7 KM (2.89 MI) AND LX7346'MAKE A VERY HARD LEFT TURN. PROCEED SOUTHERLY ON GOSHEN ROAD FOR LX7346'1.1 KM (0.68 MI) TO THE MARK ON THE LEFT. LX7346' LX7346'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK. LX7346' LX7346'DESCRIBED BY D. W. SMITH. LX7346 LX7346 STATION RECOVERY (2000) LX7346 LX7346'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB) LX7346'THE STATION IS A STANDARD NGS DISK STAMPED---DENNIS HILL 1984---, SET LX7346'INTO A DRILL HOLE ON ROCK OUTCROP. LX7346'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 44 AND LX7346'CT ROUTE 272 SOUTH, GO SOUTH ON CT ROUTE 272 FOR 2.35 MI TO A FORK. LX7346'BEAR LEFT 0.05 MI TO THE DENNIS HILL STATE PARK GATE. PASS THRU ON LX7346'PAVED ROAD 0.55 MI TO STATION ON THE RIGHT BETWEEN PAVED ROAD LX7346'AND AN OLD STONE BUILDING. LX7346'THE STATION IS LOCATED 92.5 FT SOUTHEAST FROM THE LX7346'SOUTHEAST CORNER OF THE STONE BUILDING, 58.8 FT NORTH OF A LX7346'WITNESS POST, 43.0 FT NORTH OF THE CENTER OF ASPHALT ROAD AND 36.0 LX7346'FT EAST OF THE CENTER OF GRAVEL ROAD. LX7346'RM 1 IS A STANDARD NGS DISK, STAMPED DENNIS HILL NO 1 1984, SET INTO LX7346'A DRILL HOLE IN ROCK OUTCROP. IT IS LOCATED 58.0 FT NORTH OF A LX7346'WITNESS POST, 51.5 FT SOUTH OF THE CENTER OF THE GRAVEL ROAD AND LX7346'39.0 FT NORTH FROM THE CENTER OF THE ASPHALT ROAD. LX7346'RM 2 IS A STANDARD NGS DISK, STAMPED DENNIS HILL NO 2 1984, SET INTO LX7346'A DRILL HOLE IN ROCK OUTCROP. IT IS LOCATED 53.0 FT SOUTHEAST OF THE LX7346'CENTER OF THE GRAVEL ROAD, 29.5 FT NORTH OF A WITNESS POST AND 17.0 LX7346'FT NORTH FROM THE CENTER OF THE ASPHALT ROAD. LX7346'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK, STAMPED 6225, SET INTO LX7346'THE TOP OF A CONCRETE POST IMBEDDED IN A MASS OF CONCRETE 6 IN. ON LX7346'SIDE, RECESSED 1 IN. BELOW GROUND. IT IS LOCATED 71.6 FT SOUTHEAST LX7346'OF A 122 CM BLACK CHERRY TREE, 29.0 FT SOUTH OF POLE NUMBER 1418, LX7346'25.0 FT SOUTH OF THE EXTENDED CENTERLINE OF A GRAVEL DRIVE AND 14.5 LX7346'FT EAST OF THE CENTERLINE OF GOSHEN ROAD. TO REACH THE AZIMUTH LX7346'FROM GOSHEN AT THE INTERSECTION OF CT ROUTE 272 (HALL MEADOW LX7346'ROAD) AND CT ROUTE 263 (WINCHESTER ROAD) PROCEED NORTHWESTERLY LX7346'ON CT ROUTE 272 FOR 2.89 MI AND MAKE A VERY HARD LEFT TURN. LX7346'PROCEED SOUTHERLY ON GOSHEN ROAD FOR 0.68 MI TO THE MARK ON THE LX7346'LEFT. LX7346' LX7346'CONTACT FROM D.E.P. IS DICK MISKA FOR GATE INFO. LX7346' LX7346' LX7346' LX7346 LX7346 STATION RECOVERY (2001) LX7346 LX7346'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB) LX7346'RECOVERED AS DESCRIBED. LX7346' LX7346 LX7346 STATION RECOVERY (2005) LX7346 LX7346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD) LX7346'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 LX1931 *********************************************************************** LX1931 DESIGNATION - E 62 LX1931 PID - LX1931 LX1931 STATE/COUNTY- CT/LITCHFIELD LX1931 USGS QUAD - KENT (1971) LX1931 LX1931 *CURRENT SURVEY CONTROL LX1931 ___________________________________________________________________ LX1931* NAD 83(1986)- 41 38 15. (N) 073 28 44. (W) SCALED LX1931* NAVD 88 - 78.744 (meters) 258.35 (feet) ADJUSTED LX1931 ___________________________________________________________________ LX1931 GEOID HEIGHT- -30.08 (meters) GEOID03 LX1931 DYNAMIC HT - 78.718 (meters) 258.26 (feet) COMP LX1931 MODELED GRAV- 980,288.6 (mgal) NAVD 88 LX1931 LX1931 VERT ORDER - FIRST CLASS II LX1931 LX1931.The horizontal coordinates were scaled from a topographic map and have LX1931.an estimated accuracy of +/- 6 seconds. LX1931 LX1931.The orthometric height was determined by differential leveling LX1931.and adjusted by the National Geodetic Survey in June 1991. LX1931 LX1931.The geoid height was determined by GEOID03. LX1931 LX1931.The dynamic height is computed by dividing the NAVD 88 LX1931.geopotential number by the normal gravity value computed on the LX1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX1931.degrees latitude (g = 980.6199 gals.). LX1931 LX1931.The modeled gravity was interpolated from observed gravity values. LX1931 LX1931; North East Units Estimated Accuracy LX1931;SPC CT - 241,970. 244,070. MT (+/- 180 meters Scaled) LX1931 LX1931 SUPERSEDED SURVEY CONTROL LX1931 LX1931.No superseded survey control is available for this station. LX1931 LX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM266106(NAD 83) LX1931_MARKER: I = METAL ROD LX1931_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LX1931_SP_SET: STAINLESS STEEL ROD LX1931_STAMPING: E 62 1984 LX1931_MARK LOGO: NGS LX1931_PROJECTION: FLUSH LX1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LX1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX1931+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 LX1931_ROD/PIPE-DEPTH: 24.3 meters LX1931 LX1931 HISTORY - Date Condition Report By LX1931 HISTORY - 1984 MONUMENTED NGS LX1931 HISTORY - 20050428 GOOD INDIV LX1931 LX1931 STATION DESCRIPTION LX1931 LX1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LX1931'1.2 KM (0.75 MI) SE FROM GAYLORDSVILLE. LX1931'1.2 KM (0.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF LX1931'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, IN FRONT LX1931'OF A WOODEN SIGN (TOWN OF NEW MILFORD - EMMANUEL WILLIAMSON PARK), LX1931'9.02 METERS (29.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, LX1931'6.70 METERS (22.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD LX1931'LEADING TO THE PARK, 18.96 METERS (62.2 FT) NORTH-NORTHWEST OF UTILITY LX1931'POLE 294, 0.73 METER (2.4 FT) NORTHEAST OF THE CENTER OF THE SIGN. LX1931'THE MARK IS ABOVE LEVEL WITH HIGHWAY. LX1931 LX1931 STATION RECOVERY (2005) LX1931 LX1931'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CJH) LX1931'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 LX2006 *********************************************************************** LX2006 DESIGNATION - Z 53 LX2006 PID - LX2006 LX2006 STATE/COUNTY- CT/LITCHFIELD LX2006 USGS QUAD - WINSTED (1984) LX2006 LX2006 *CURRENT SURVEY CONTROL LX2006 ___________________________________________________________________ LX2006* NAD 83(1986)- 41 54 54. (N) 073 03 19. (W) SCALED LX2006* NAVD 88 - 233.377 (meters) 765.67 (feet) ADJUSTED LX2006 ___________________________________________________________________ LX2006 GEOID HEIGHT- -28.92 (meters) GEOID03 LX2006 DYNAMIC HT - 233.302 (meters) 765.42 (feet) COMP LX2006 MODELED GRAV- 980,297.5 (mgal) NAVD 88 LX2006 LX2006 VERT ORDER - FIRST CLASS II LX2006 LX2006.The horizontal coordinates were scaled from a topographic map and have LX2006.an estimated accuracy of +/- 6 seconds. LX2006 LX2006.The orthometric height was determined by differential leveling LX2006.and adjusted by the National Geodetic Survey in June 1991. LX2006 LX2006.The geoid height was determined by GEOID03. LX2006 LX2006.The dynamic height is computed by dividing the NAVD 88 LX2006.geopotential number by the normal gravity value computed on the LX2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LX2006.degrees latitude (g = 980.6199 gals.). LX2006 LX2006.The modeled gravity was interpolated from observed gravity values. LX2006 LX2006; North East Units Estimated Accuracy LX2006;SPC CT - 272,580. 279,470. MT (+/- 180 meters Scaled) LX2006 LX2006 SUPERSEDED SURVEY CONTROL LX2006 LX2006.No superseded survey control is available for this station. LX2006 LX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM612421(NAD 83) LX2006_MARKER: DB = BENCH MARK DISK LX2006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE LX2006_SP_SET: ABUTMENT LX2006_STAMPING: Z 53 1984 LX2006_MARK LOGO: NGS LX2006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LX2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LX2006+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005 LX2006 LX2006 HISTORY - Date Condition Report By LX2006 HISTORY - 1984 MONUMENTED NGS LX2006 HISTORY - 1985 GOOD NGS LX2006 HISTORY - 20050422 GOOD INDIV LX2006 LX2006 STATION DESCRIPTION LX2006 LX2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LX2006'IN WINSTED. LX2006'IN WINSTED, AT THE U.S. HIGHWAY 44 BRIDGE OVER STATE HIGHWAY 8 SOUTH, LX2006'1.5 KM (0.95 MI) EAST-SOUTHEAST FROM THE POST OFFICE, IN TOP OF THE LX2006'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE, 10.05 LX2006'METERS (33.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 44. LX2006'THE MARK IS 0.30 M ABOVE HIGHWAY. LX2006 LX2006 STATION RECOVERY (1985) LX2006 LX2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 LX2006'RECOVERED IN GOOD CONDITION. LX2006 LX2006 STATION RECOVERY (2005) LX2006 LX2006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD) LX2006'RECOVERED IN GOOD CONDITION.